2001/020 OFFSHORE TECHNOLOGY REPORT. Elevated temperature and high strain rate properties of offshore steels HSE
|
|
- Χαρά Παπανδρέου
- 7 χρόνια πριν
- Προβολές:
Transcript
1 HSE Health & Safety Executive Elevated temperature and high strain rate properties of offshore steels Prepared by the Steel Construction Institute for the Health and Safety Executive OFFSHORE TECHNOLOGY REPORT 2001/020
2 HSE Health & Safety Executive Elevated temperature and high strain rate properties of offshore steels B Burgan Steel Construction Institute Silwood Park Buckhurst Road ASCOT SL5 7QN HSE BOOKS
3 Crown copyright 2001 Applications for reproduction should be made in writing to: Copyright Unit, Her Majesty s Stationery Office, St Clements House, 2-16 Colegate, Norwich NR3 1BQ First published 2001 ISBN All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means (electronic, mechanical, photocopying, recording or otherwise) without the prior written permission of the copyright owner. This report is made available by the Health and Safety Executive as part of a series of reports of work which has been supported by funds provided by the Executive. Neither the Executive, nor the contractors concerned assume any liability for the reports nor do they necessarily reflect the views or policy of the Executive.
4 !"#" $% &!"#" ' ()) *+,-. ' /)0 *+, !00 3 4!"#" ' ()) *+,-. /)0 *+,-. 00"5 "0 5 *,' "/0", (0/. "/0/,("6. "//61,110). "/(61, 7 1(0/.. * i
5 CONTENTS EXECUTIVE SUMMARY i 1 SURVEY OF COMMONLY USED STEELS FOR OFFSHORE STRUCTURES Structural steel for topsides and sub-structures High strength steels for jack-ups Pressure vessel steels Piping in topside facilities Casing steels 10 2 TEST METHODS USED FOR MEASURING MATERIAL PROPERTIES OF STEEL Methods to measure elevated temperature material properties Methods of measuring strain rate effects 13 3 MATERIAL DATA REQUIREMENTS FOR FIRE AND EXPLOSION DESIGN Material property data for fire resistance design Material property data for explosion resistance design 17 4 EXISTING ELEVATED TEMPERATURE MATERIAL PROPERTY DATA FOR HIGH STRENGTH STRUCTURAL CARBON STEELS Eurocode 3 Part Quenched and tempered steels Thermo-mechanically rolled steel Fire resistant steels 32 5 EXISTING ELEVATED TEMPERATURE MATERIAL PROPERTY DATA OF STAINLESS STEELS Grade (304) stainless steel Grade (316L) stainless steel Grade (2205) duplex stainless steel Grade (SAF 2304) duplex stainless steel 50 ii
6 6 *8 >' *?*:*4 *+A*;9;* +*;? A;=A*;< 4 ;*>'@ **? 9 *4 7=; :* *? >4 AA>' )( 6" : )( 61 A )B! *8 >' +*;? A;=A*;< ;> ;* 6"!" 6"!1 32 6(!( 6/ B >*% *?*:*4 *+A*;9;* +*;? A;=A*;< 7=;!"#" ';4* ())*+,-. >4 /)0*+,-. **? 6# B" + 6# B1 6# B( ; ' ())*+,-.!0 B/ ; ' /)0*+,-.!" B) 3!1 # >*% +*;? A;=A*;< ;> ;* 7=;!"#"D ';4* ())*+,-. >4 /)0 *+,-. **? "0( #" + "0( #1 4 "0) #( ; ())*+,-. "0) #/ ; /)0*+,-. ""0 #) 3 "") #6 7 ""6 3=4* =7 A;33* >4 >4;4 "/( ;*7*;*>3* "/! iii
7 iv
8 1 SURVEY OF COMMONLY USED STEELS FOR OFFSHORE STRUCTURES E D E,. 5 F 7 9G > 9 G 3 5 E 3 D A 9G + ' ; G *E 7G 1.1 STRUCTURAL STEEL FOR TOPSIDES AND SUB-STRUCTURES Design premise E E 2 3, G!"#"D "#B# **+9 A ")0 2 1
9 7 >=; =G + "10, >. *> "011) A ; A 12?; Types of structural steel = D?!"#" *,*>. A,A. " Table 1 BS 7191 steel grades used for plates /)0*+- /)0 C /)0*+ /)0 C ())*+- ()) > ())*+ ()) > ())4 ()) > 1!)4 1!) > 7 9 G > * 2 >=; =G * ' ()) +,+?. /10 +,+?. /60 +,+?. /10 +,+?. < ()) >5 /10 >5 /60 >5 E *> "0 11) A 1 * C )00 C ))0 C 610 C 6#0 C )00 6#0 >5 2
10 1 Table 2 BS 7191 steel grades used for seamless structural tubulars ())*+ ()) > ())4 ()) > 1!)4 1!) > = A!"#" E ())4 1!)4 A )? ' 8)1 ( Table 3 BS 7191 steel grades for rolled profiles and hollow sections ())*+ ()) > ())4 ()) > 1!)4 1!) > Usage of grades of steel ""1 2 D H I I 5 I I 2 3
11 / Table 4 Steel types and grades for primary structures A /)0 *+- /)0 *+ ()) *+- ()) *+ ()) *+ ; ()) *+ 7 >,' /)0*+ /)0*+-. + /)0*+ /)0*+-,' /10 + >. = ())*+ ()) *+-,- E. D I I I I I I E I ) Table 5 Steel types and grades for primary structures A ; ()) *+ ()) 4 1!) 4 D E I I I I E I 4
12 6 Table 6 Steel types and grades for tertiary structures ; 1!) 4 D I I I I! Table 7 Steel types and grades for miscellaneous structures A ()) 4 1!) 4 1!) 4 ; 1!) Recent offshore developments that have used high strength structural steels!"#" ' /)0 BJ "#BB /0J "##) > #)J ' /10 + I B 5
13 Table 8 Amounts of high strength steel used in recent offshore projects [1]!" # $ "##1 A5 A59 5' "##( 35 A5K "##/ 54 G5 > "600 "000 "00 B000 1)000 ")000 #000 "0000 (0000 "BJ "0J "J (0J )0J ' /10 ")J /0J /0J #)J ' /10 "##) A5* ((000 #)J ' # Table 9 Other offshore projects utilising higher strength steels (Grade )! " #! " # 4 + )000 A + (000 >!000 + * ""000 3 ""000 #000 /100 " A *A * E /)0 *+- ""00, L@ ; /60-GL. 4??+8 6#0, 4. 6#0 >5 A *A 1.2 HIGH STRENGTH STEELS FOR JACK-UPS 2 H,. E 2 ")0 1)0 () B0 B00 "100 % E 6
14 2 9G3 "#B0 9G 4 * 2?, +?. 37* Chord rack steels 2 E >232+2: 7 K 9 # $#%& * K D + )"/ + )"! E E + 7 C ( ' * 32?,3?. * 7 * D 5 3? ") 47=, "#B0.!00 3;!00 ;,. )"! 73;, "##0. E >232+ 6#0 +A "0 Table 10 Yield strength of French chord rack steels ) 3 )"! 7,. 6#0 ") 47= 6#0 3!00 6#0 3 :5: 6))56#0 3 : 6#0 > 60,4. )B6 + )"! ' C,. E )"! 73;!00 ") 47= )"! 73; )"! ' C 7
15 * ' + K > 6#0 +A E %2 B0 B0 2 LB0L B0 5,B00+A. >232+2: 7 )"! B0 5 E + )"/ ' 7,. + ' 9 2?? "",/B1 +A.,6#0 +A. Table 11 Yield strengths of Le Tourneau chord rack steels ) 3 >2(02@> 610 #0 3 /B1! Steel for jack-up bracing 2 D A )? A )? 9 E A )? A E 86) 8"00,6) "00. )0,(/) +A. =? ' ++? B) 2 A 9B) E ' 1.3 PRESSURE VESSEL STEELS : *> "0 01B *> "0 01B ")0"D A "D ")0"D A 1D ")0"D 8
16 A (D "###51000 *> "0 01B A! 3 ")0" DA 1 9G *> "001B D A "D ' E A 1D >2 A (D % H A /D > A )D % 2 A 6D % E A!D = ")0" "0 01B 2 2 E A "### E ")0"D A "1 ( * = #(1BD "##" D A "D 2 E A 1D A (D 2 >2 A /D 2 % H E A )D PIPING IN TOPSIDE FACILITIES A 2 E 9 A > E. +, +. D + ((( + "06 A )? + ((( ' 6 + "06 ' 1/0 >5 A )? ',E *>"010B2( '?1/) = ("B(21 '?1/). A )? ' 86),E *>"010B2( '?/)0 = ("B(21 '?/)0. 9
17 E * D *> "010B A "D A E A 1D A E A (D A E 3 = ("B(D! A "D A 1D A A ;E 3 A A ;E (60" (601 (60( (60/ (60) " " # ))00D CASING STEELS 3 9G A "1 Table 12 Casing steels, B61 C;2"1) B61 #(" 82")) "06# ""(B 10
18 2 TEST METHODS USED FOR MEASURING MATERIAL PROPERTIES OF STEEL * 2 <M E METHODS TO MEASURE ELEVATED TEMPERATURE MATERIAL PROPERTIES 7 2 E! I,. $, Steady State (Isothermal) test method E, 000"2000(. 2 E 2 9 E * *> "0001D A ) Transient state (Anisothermal) test method 2 7 )#)0D A B * (D A "1 11
19 3 * = > 2 2H = 7 " Figure 1 Typical apparatus for transient state testing 1) ) " / 1 " N = B(/ + )J 12
20 ; Figure 2 Elevated temperature transient state heating test curves for various load factors " Comparison of Steady state and transient state test data G "J. ()) 1!) 2.2. METHODS OF MEASURING STRAIN RATE EFFECTS > E C2 2 "0 "0 7,"0 "0P. "0 2"0 E Quasi-static methods C2 % 13
21 H Cam and wedge plastometers "0P * Drop hammer
22 3 MATERIAL DATA REQUIREMENTS FOR FIRE AND EXPLOSION DESIGN E 3.1 MATERIAL PROPERTY DATA FOR FIRE RESISTANCE DESIGN * E, )#)0 $ % & ' () *., Simple or Codified methods Q? ;M,. 3 E E )#)0 A B ; )#)0 A B E E )#)0 A B 0)J ")J 1J 2 3 0)J ")J 1J 15
23 )#)0 B 7 ( 1.0 Strength reduction factor % strain 1.5% strain 0.5% strain Temperature C Figure 3 Relationship between strength factor and temperature for various strains - BS 5950 Part 8 * ( A "1 1J *3( A "1 <M Advanced calculation approach E 2 E D E + E
24 ' 2 7 / Figure 4 Elevated temperature stress-strain curves *3( A "1 2 *3( A "1 3.2 MATERIAL PROPERTY DATA FOR EXPLOSION RESISTANCE DESIGN + E,., Simplified methods E 222, 4= ,7 ). Figure 5 Single degree of freedom system 17
25 4=7 222 E 2 E E, 7 6. E Figure 6 Typical stress-strain curve profile at a high strain rate,. 2,47. D DIF, 2. * 3! Advanced methods E 7 E E E 2 E
26 7 2 2 ' 2 7 Figure 7 Effects of strain rate on the behaviour of mild steel 2 7 B H 2 Stress Strain rate 2 Strain rate Strain Figure 8 Linearized stress strain curve allowing for strain rate effects 19
27 20
28 4 EXISTING ELEVATED TEMPERATURE MATERIAL PROPERTY DATA FOR HIGH STRENGTH STRUCTURAL CARBON STEELS * D *> "0 2 *> "0""( *> A 1D 4 H5H A (D 4 2 A A 1D 4 E A (D 4 % * ( 4 A " EUROCODE 3 PART 1.2 * *3( A "1,.,. *3( A "1 1() 1!) ()) /10 2 H 2 E. * 7 1 ) "( 7 # "/ 103 D 103D & R 5 103D & R 5 103D & R, 5, 7 /1 "/ & & 21
29 103 *>: "##(2"2" Table 13 Parameters for stress-strain profile defined in EC3 Part 1.2 and shown in Figure 4.2 # f p, c (b/a) a 2 y, 2 0,5 b y, a a 2 2 0,5 y, f y, 1 t, / u, t, a 2 y, p, y, p, c /E a, b 2 c y, p, E a, c 2 c f y, f p, 2 y, p, E a, 2 f y, f p, Figure 9 Stress-strain relationship for steel at elevated temperatures 22
30 Table 14 Reduction factors at elevated temperatures for stress-strain profiles at elevated temperatures 10 "000 "000 "000 "000 "00 "000 "000 "000 " "000 0#11 0B0! 0#00 (00 "000 0B/) 06"( 0B00 /00 "000 0!!0 0/10 0!00 )00 0!B0 06") 0( /!0 0()/ 0"B0 0("0!00 01(0 0"6! 00!) 0"(0 B00 0""0 00B! 00)0 00#0 # )" 00(B 006B "000 00/0 00(/ 001) 00/) "" "! 00"( 001( " >=*D 7 Reduction factor k θ Temperature C Effective yield strength Proportional limit Slope of elastic range Figure 10 Reduction factors for the stress-strain relationship of steel at elevated temperatures 23
31 4.1.1 Stress-strain relationships at elevated temperatures ()) /60 ") "6 7 "" "1 ()) /60 > σa/fy C 200 C 300 C 400 C 500 C C C 800 C Strain Figure 11 Variation of stress-strain relationship with temperature for grade S355 steel (strainhardening not included, see section 4.1.2) C C C 400 C σ a/fy C 600 C C 800 C Strain Figure 12 Variation of stress-strain relationship with temperature for grade S460 steel (strainhardening not included, see section 4.1.2) 24
32 Table 15 Stress-strain relationship at elevated temperatures for grade S355 steel -.. /. 0&1 23 4&& 0&& 5&& 6&& 7&& 8&& 9&& %&& 25
33 Table 16 Stress-strain relationship at elevated temperatures for grade S460 steel -.. /. 0&1 4&& 0&& 5&& 6&& 7&& 8&& 9&& %&& 26
34 4.1.2 Strain-hardening of steel at elevated temperatures 7 / *3( "1 2 E 7 /003 2 D 001 S S 00/ )0,. 1 00/ 0") 0") S S 010 T" 10, 0").U D "( D S (00 3 "1) (00 3 S /00 3,1 0001). /00 3 Stress a f u, f y, f p, E = tan a, p, y, s, t, u, Strain Figure 13 Stress-strain relationship for steel, allowing for strain hardening 27
35 4.1.3 Thermal properties 5 D 103 S!)03 5 "1V"0 0/V"0 1/"6 V "0!)03 B603 5 ""V"0 B603 S " V"0 61V"0 D 103I I T3U 7 "/ D 5 "/V"0, 10. Elongation dl/l x Temperature C Figure 14 Thermal elongation of steel as a function of temperature 4.2 QUENCHED AND TEMPERED STEEL E 2 E ;C 7 ") /00W3 ;C )0" ;C 28
36 Grade 55F RQT % PS MPa Temperature C Figure 15 Effect of composition on strength of RQT 501 steel ;C 4.3 THERMO-MECHANICALLY ROLLED STEEL Grade S355 M 4,'. 2 )0 = ()) +? ()) + )00 W3 7 "6 29
37 550 Strength N/mm Temperature C Yield strength 25mm pl Yield strength 50mm pl T ensile strength 25mm pl T ensile strength 50mm pl Figure 16 Elevated temperature material properties for S355 thermo-mechanically rolled steel - Dillinger Grade S420 M ; = G 9 /10+ > *3( A "1,.,. *3( A "1 E = % ; %; = Stress-strain relationships according to EC3 Part 1.2 /10 +,, a, & E,, & E, ()" a "# "06 2 a 00001B a "0 10 S a!00 p, & p, y 30
38 & p, # "0 9 3 a 1# "06 2 a 00006/ a "0 10 S a!00 p, & y, y & y, #"0 7 2 a 0000! a "0"/ 10 S a /00 & p, 11 "0 8 3 a 00000(B2 a 00"#" a 10# /00 a!00 /10+!003 7 "! 1.0 Yield strength reduction factor k y S420 M EC3 Part Temperature C Figure 17 Yield strength reduction factor k y, for the structural steels studies at temperatures up to 700C /10+ 2 *3( A " Grade S460 M 4 2 /60 + )0? /60 + )00 W3 7 "B 31
39 Strength N/mm Yield strength 20mm pl Yield strength 50mm pl Tensile strength 20mm pl Tensile strength 50mm pl Temperature C Figure 18 Elevated temperature material properties for S460M thermo-mechanically rolled steel - Dillinger ;*42; /60+,2. : *3( 4.4 FIRE RESISTANT STEELS 7,7;. 1!) ()) 7; 2 ; G > 7; Q M > 1!), > 7;. 7; 1!) )0J 6)0W3 1!) )0J ))0W3 7 "# 32
40 Yield Strength factor FR1 S275 FR Temperature C Figure 19 Yield strength factor at elevated temperatures for fire resistant and S275 steels 33
41 34
42 5 EXISTING ELEVATED TEMPERATURE MATERIAL PROPERTY DATA OF STAINLESS STEELS * * M * D *> "00BB ")0"D A ( *> "001B A! (60) # 4 * 3 *,. ))03,. E ' ' "/(0",(0/. ' "//0/,("6?.,2. ' "//61,4 110). '"/(61, 7 1(0/. D (0/ I ("6? E I 4 110) 7 1(0/ E "! 2 "00BB (0/ ("6 110) Table 17 Elevated temperature material properties for selected BS EN plate stainless steels &10: 4&& 47& 0&& 07& 5&& 57& 6&& 67& 7&& 77& (0/ "" "/! "(1 ""B "0B "00 #/ B# B) B" B0 (0/ (" ")! "/1 "1! ""B ""0 "0/ #B #) #1 #0 ("6 ""5"( "66 ")1 "(! "1! ""B ""( "0B "0( "00 #B ("6 ("5(( "!! "61 "/! "(! "1! "10 "") ""1 ""0 "0B 110) (60 (() (") ( ,. * 3 3,*
43 = GRADE (304) STAINLESS STEEL *3 3 2! ,. Figure 20 Elevated temperature stress-strain curves for (304) stainless steel derived from transient state tests 2 "B 7 1" 36
44 Table 18 Strength factors at elevated temperatures for grade (304) stainless steel based on transient state tests #. &17: 41&: 417: 01&: 51&: )0 0#6) "0/( """( ""B# "(00 "00 0B!) 0#)( "01" "06" ""/# ")0 0B"0 0BB( 0#/) 0##) "06) 100 0!!0 0B() 0BBB 0#(# "010 1)0 0!/" 0!#6 0B)" 0B#6 0##0 (00 0!") 0!6) 0B1/ 0B66 0#6" ()0 06#( 0!(! 0B0" 0B/1 0#(( /00 066# 0!"( 0!B( 0B10 0#0) /)0 06/) 06#0 0!6) 0B00 0B!6 )00 06"! 066B 0!/( 0!B0 0B/B ))0 0)BB 06/( 0!") 0!)) 0B ))( 06"1 06!B 0!11 0!#0 6)0 0)"0 0)!( 061( 066B 0!/0!00 0/)0 0)"" 0)/! 0)B1 06/#!)0 0(!) 0/11 0/)) 0/!) 0)"B B00 0(00 0((B 0(6) 0(B1 0/"" B)0 011) 01)! 01B0 01#6 0(1/ Strength factor % 1.0% 1.50% 2.00% 3.00% Temperature C Figure 21 Relationship between strength factor and temperature for various strains Comparison of steady state and transient state test results 2, <M + *> "00BBD A ". 0)J "0J "# 37
45 @ 9 Table 19 Comparison of strengths at 0.5% and 1.0% strain derived from steady state and transient state tests!" # " # ; ' $ % & $ ' $ & $ ( 100 "B6 "#( 100 1"1 1"! /00 "!1 "!! "!/ "#6 "B) )00 "6) ")B "60 "!! "!/ 600 ")0 ")0 "// "6# ")# B00 "(1 #1!B #! BB Comparison of results with previously published data J 3 * Strength factor at 2% strain Ref [11] Ref [10] Temperature C Figure 22 Comparison of strength factors at 2% strain derived from SCI ECSC transient state test programme [10] with those obtained from the Helsinki transient test programme )#)0D A B "/(0",(0/. "//0",("6. 0)J 3E 38
46 1.1 Strength factor % strain BS 5950 Pt 8 1.0% strain BS 5950 Pt 8 0.5% strain SCI ECSC [10] 1.0% strain SCI ECSC [10] Temperature C Figure 23 Comparison between SCI ECSC data (transient tests) and existing guidance (steady state tests) for elevated temperature strength of grade (304) stainless steel 7 "/(0",(0/. 0)J % Proof strength (N/mm 2 ) BS EN Min values SCI ECSC data [10] Temperature C Figure 24 Comparison of minimum specified 0.2% proof strength in EN with the measured 0.2% proof strength data from the SCI ECSC transient state test programme 7 1/ 01J *> "00BBD A 1 )) >5 *> "00BB 39
47 5.1.3 Elastic modulus 4 <M *> "00BB 9 > ; 7 4 D E * B ) (0/ Reduction in elastic modulus Inco Aves ta S heffield Thyssen Ugine B S EN Nordberg [13] Temperature C Figure 25 Reduction of elastic modulus with temperature 5.2 GRADE (316L) STAINLESS STEEL *33 2 B ,. 40
48 Stress (N/mm²) Strain % 100 C 200 C 400 C 600 C 700 C 800 C Figure 26 Elevated temperature stress-strain curves for grade (316L) stainless steel derived from transient state tests Ambient temperature and steady state tests 10 # Table 20 Ambient and elevated temperature steady state tensile tests &10: &17: 41&: # - 7& ) : 10 1!/0 (0(0 ((01 )"60 (6 100 "B0( 11!# 1)// )"0( (B /00 "!/# "##/ 11/" /#"! (B )00 "6"6 "B6B 1"00 /!1! (6 600 "6(6 "B(" 10)) /1(6 /1 B00 ""B0 "1") "1)! 10#( # Transient state tests 7,. 1",. 41
49 Table 21 Temperatures for (316L) stainless steel for various critical strains and strength factors & ) " * +!, -. / # # # # # * 0) BB1 B16!66 6!) )(0 1B1 "6" B" () "0 #01 B)(!#!!1! 6/) )") ((6 ")1 B0 (! 2 2 ") 2 B6( B")!)( 6#0 )!) /0! 1"( "10 /) 1/ B6B B1(!!1!"B 61! )00 ((0 ")6 B6 /" 10 (0 2 B!/ B(0!B/!(B 6#0 6"6 /1B 1/1 ""6!6 /1 )0 2 BB# B// B00!)#!1( 6B! 6/( )66 (/# "6# "0" 01J 7 1! 1.4 Strength factor % 1.0% 1.5% 2.0% 3.0% Temperature C Figure 27 Relationship between strength factor and temperature for various strains 11 "//0",("6. 7? )#)0D A B 42
50 Table 22 #. - <,7=7&> # &17: 41&: &17: 41&: 417: 01&: 51&: 71&: Comparison of steady state and transient state test results 1( "/J Table 23 Comparison between the results measured by the steady state and transient state heating test methods # # - < > # &17: 41&: 417: 01&: 51&: &17: 41&: 417: 01&: 51&: Comparison of results with previously published )#)0D A B "/(0",(0/. "//0",("6. 0)J 3E 43
51 7 1B 1.2 Strength factor % s train B S 5950 P t % s train B S 5950 P t % strain SCI ECSC % strain SCI ECSC Temperature C Figure 28 Comparison between new data (transient tests) and existing guidance on the elevated temperature strength of 316 stainless steels "//0/,("6?. 0)J Strength factor EN Min vals SCI ECSC [10] Temperature C Figure 29 Comparison of minimum specified 0.2% proof strength in EN with the measured 0.2% proof strength data from the SCI ECSC transient state test programme 7 1# 01J *> "00BBD A 1 )) >5 *> "00BB 44
52 5.2.5 Elastic modulus 4 *> "00BB 9 > ; 7 > (0/ D E * B (0 (" Reduction in elastic modulus Inco Avesta Sheffield Thyssen Ugine BS EN Nordberg [13] Temperature C Figure 30 Reduction of elastic modulus with temperature 5.3 GRADE (2205) DUPLEX STAINLESS STEEL * D *>"00BB21 01 J ; 1)03 4 ;%@ 3 3 *33,. * ' 9 45
53 5.3.1 Steady state tests results 4 ;%@ 1/ Table 24 Elevated temperature material properties for (2205) stainless steel obtain by RWTH [10] - (Steady state tests) # )66 )#1!!( )66 6(# 100 "B)000 (## /(0 616 /0( /)( /00 "!6000 ()1 /0) 6(( (6/ /(" 600 "/!000 16! (0B /"# 1B" (1/!00 "1)000 "6! "BB 1B0 "!) 1()!)0 B(000 "/( "!0 1(B "/B 1"" B00 "00000 "11 "!" 100 "1! "BB #00!)000 6#!0 "(0!0 "1! 4 1) Table 25 Elevated temperature material properties for (2205) stainless steel obtain from various sources [13] - (Steady state tests) # A, - 4&&%% # B +. B /)0 ) )0 2 2 /10 /") 6/0 660 "00 (60 /"0 (60 ( ")0 (() 2 (/0 2 )#) (") ()1 (10 ("0 )B0 )!0 1)0 (00 2 ("0 2 )B0 2 (00 2 ()( 2 1B0 2 )60 )00 2 (( ( !00 2 "(# B00 2 "" J,;.,;. *> "00BB 21 ;%@ 9 7 (" (1 46
54 Rp0.2 (N/mm 2 ) SCI ECSC B S EN Thyssen [12] Aves ta S heffield [12] Temperature C Figure 31 Comparison of 0.2% proof stress values for Grade (2205) duplex steel from various sources [13] 900 Ultimate strength (N/mm 2 ) SCI ECSC [10] Avesta Sheffield [12] Ugine [12] Temperature C Figure 32 Comparison of ultimate strength values for grade (2205) duplex steel from various sources [13] Transient state tests ;%@ 3 *33 ' "//61,110).!003 7 (( 47
55 Strength factor % strain 2.00% strain 1.50% strain 1.00% strain 0.50% strain Temperature C Figure 33 Grade (2205) duplex steel - relationship between strength factor and temperature for various strains - SCI ECSC [10] tests Comparison between steady state and transient state test results ;%@ 16 7 (/ > ; ; 0)J 10J Table 26 Comparison of results between steady state and transient state tests for grade (2205) stainless steel # # 100 /0( /)( /1# /#" /00 (6/ /(" (!" /0/ 600 1B" (1/ 1!! (10!00 "!) 1() ")! 1(6 48
56 600 Strength (N/mm 2 ) % Is o' tes t 2.0% Is o' tes t 0.5% anis o' tes t 2.0% anis o tes t Temperature C Figure 34 Comparison of data obtained from steady state and transient state tests, which were performed by RWTH % Elastic modulus "//61,110). ;%@ 4 (003 7 () > ; 7 )003 Reduction factor for elastic modulus Ugine [12] Nordberg [13] SCI ECSC [10] Temperature C Figure 35 Reduction of elastic modulus with temperature for Grade (2205) stainless steel 49
57 5.4 GRADE (SAF 2304) DUPLEX STAINLESS STEEL >? 7 1(0/ ( J "0J 16 Table 26 Avesta Sheffield elevated temperature data for Grade (SAF 2304) # 10 /00 /)0 6/0 )0 (60 /"0 600 "00 (") (B0 )! !) (10 )(0 ( (00 )00 * M "" (6 Table 27 Elevated temperature material properties for Grade (SAF 2304) stainless steel taken from Avesta research report [17] # 10 /B/ )/( 6B6 )0 /(! /B# 6)" "00 (#! /(! )#/ ")0 (6B /06 ) ((0 (66 )(6 1)0 (11 ()! )(" (00 (06 (/) )(( /00 1#( ((1 )"" /)0 ((" (!6 )11 )00 1#) (1# /6B ))0 11" 1/6 ( "!) "#! (01 6)0 ")( "B6 1!!!00 "1" "/( 11)!)0 B# B# "() B00!1!B ""1 #00 (") () 66 "000 ""# "( () ""00 /( 6 "# 50
58 Stress N/mm % P S T yp 1.0%P S T yp Ult s trength T yp 0.2% P S Min 1.0% P S Min Ult s trength Min Temperature C Figure 36 Elevated temperature properties for Grade (SAF 2304) stainless steel based on steady state tests Elastic modulus * ' "/(61, 7 1(0/. *> "00BB 2" (003 1B 7 (! Table 28 Elastic modulus at various temperatures for Grade (SAF 2304) stainless steel # 0& 4&& 0&& 5&& + '>5 100 "#/ "B6 "B0 ; " 0#! 0#( 0# Reduction factor B S E N Temperature C Figure 37 Reduction of elastic modulus with temperature for Grade (SAF 2304) stainless steel 51
59 52
60 6 EXISTING ELEVATED TEMPERATURE MATERIAL PROPERTY DATA FOR HIGH STRENGTH STEEL USED FOR VESSELS AND PIPING 6.1 VESSEL STEELS * *> "001BD ")0"D A (D *> "001B ")0"D A " 1 *> "0 01B ")0"D A ( ")0"D A 1D 9G "0 01B ")0" D *> "0 01B A /D *> "0 01B A )D *> "0 01B A 6D >2 % 2 % E * E 4 01J *> "001B E ")0" BS EN Part 2 steels *> "0 01B A 1D - 1# I 2 Table 29 BS EN Part 2 alloy steels and equivalent BS 1501 steels, - 4& &0% 0 -C., 47&4 +# 4 +# 0 A())'@ 2 2 "" 3 + #2" )") * (0 (" 53
61 Table 30 Elevated temperature material properties for BS EN Part 2 alloy steels #' &10: 7& 4&& 47& 0&& 07& 5&& 57& 6&& A())'@ 60 ("B 1#0 1!0 1)) 1() 1") 100 "B0 O60"00 1#B 1!0 1)) 1/ "#0 "6) O"00") 1!B 1)0 1/0 1(0 1"0 "#) "!) ")) Table 31 Elevated temperature material properties for BS EN Part 2 steels #' &10: 4&& 47& 0&& 07& 5&& 57& 6&& 67& 7&& 77& 1!" 1) /10 /06 (#B (B# (!/ (6( ()" (/! ("/ 2 O1)!) /01 (B# (B0 (!1 ()/ (/( ((1 (1# (0" 2 O!)")0 (6( (/# (/" ((1 ("0 (0" 1#1 1B# B" 1) /10 /06 (#B (B# (!/ (6( ()" (/! ("/ 2 O1)!) /01 (B# (B0 (!1 ()/ (/( ((1 (1# (0" 2 O!)")0 (6( (/# (/" ((1 ("0 (0" 1#1 1B# " 1) (") (0) 1#" 1B )) 1)" 1/) 1(B 11! O1)!) (00 1#0 1!! 16) 1)0 1(B 1(/ 11B 11" 1"" O!)")0 1#0 1B0 16B 1)6 1(# 11! 111 1"! 1"" 10" BS EN Part 3 steels *> "0 01B A (D. (1 ' A())> A())>@ A())>?" 2 E A())>?1 A/60 2 Table 32 BS EN Part 3 weldable fine grain normalized steels and equivalent BS 1501 steels, - 4& 5, 47&4> +# 4 A())> 11)2/#0?10 A ()) >@ 11) 2 /#0? 10 A ()) >?" 11) 2 /#0? )0 A ()) >?1 11) 2 /#0? )0 A /60 > 2 A /60 >@ 2 A /60 >?" 2 A /60 >?1 2 A()) > E 54
62 * (( Table 33 Elevated temperature material properties for BS EN Part 3 weldable fine grain normalized steels and equivalent BS 1501 steels #' &10: + # 7& 4&& 47& 0&& 07& 5&& 57& 6&& *> "0 01B A () ((6 (0/ 1B/ 1/) 116 1"6 "#6 "6! O()!0 ("( 1#/ 1!) 1/) 116 1"6 "#6 "6! O!0"00 (00 1!) 1)) 1() 1"6 "#6 "!! "/! O"00")0 1B0 1)) 1() 1"6 "#6 "!! ")! "1! ")0" 2 11) 2 " B/ 1)B 1/ "#) O"6/ B/ 1)B 1/ "#) O/06( 2 2 1B/ 1)B 1/ "#) " " 1(! 11" 101 "#0 "!# ") (( 1"1 "#! "B0 "6# "60 *> "0 01B A () 2 /01 (!( ((( ("/ 1#/ 16) 1() O()!0 2 (#1 (6( ((( ("/ 1#/ 16) 1() O!0"00 2 (!( (/( (1/ 1#/ 1!) 1/) 1"6 O"00")0 2 ()( (1/ (0/ 1!) 1)) 116 "#6 ")0" >= 3=;;* A=>4>' ';4* E "001B A / = #(1B A /? = (/ 4 01J /003 Table 34 Elevated temperature material properties for ISO weldable fine grain steels with high proof stress supplied in the normalised or quenched and tempered condition &10: + # 47& 0&& 07& 5&& 57& 6&& A@5A?@ ()) > 1B/ 1/) 116 1"6 "#6 "6! A@5A?@ (#0 > ("/ 1!) 1)) 1/) 1"6 "B6 A@5A?@ /10 > (/0 (0/ 1!) 16) 1() 106 A@5A?@ /60 > (!( ((( ("/ 1#/ 16) 1() BS EN Part 4 steels *> "0 01B A /D -& BS EN Part 5 steels *> "0 01B A )D 55
63 6.1.5 BS EN Part 6 steels *> "0 01B A 6D / () Table 35 Elevated temperature material properties for BS EN Part 6 weldable fine grain quenched and tempered steels &10: + # 7& 4&& 47& 0&& 07& 5&& *> "0 01B A ()) C@ (/0 ("0 1B) 160 1() 1") *> "0 01B A /60 C@ //) /1) /0) (B0 (60 (/0 *> "0 01B A )00 C@ /#0 /!0 /)0 /10 /00 (B0 *> "0 01B A 6#0 C@ 6!0 6/) 6") )#) )!) )!0 4 01J (003 E "001B A 6 = #(1B A /? = (6 4 01J /003 Table 36 Elevated temperature material properties for ISO weldable fine grain steels with high proof stress supplied in the normalised or quenched and tempered condition &10: + # 47& 0&& 07& 5&& 57& 6&& A@5A?@ /60 C (6/ (/! ((B (1B (") 1#" A@5A?@ )00 C /") (#B (BB (!# ()/ ((# A@5A?@ ))0 C /66 //# /(# /1# /"( (B! A@5A?@ 610 C )(! )10 )"0 )00 /B" /)( A@5A?@ 6#0 C )B! )!0 )60 ))0 )(0 ) BS EN Part 7 steels *> "0 01B A!D ; ")0" A (D (! 56
64 Table 37 Elevated temperature material properties for BS 1501 Part 3 corrosion and heat resisting steels &10: 0& 4&& 47& 0&& 07& 5&& 57& 6&& 67& 7&& 77& 8&& 87& 9&& (0/ "" "B0 "1" "0B #B #0 B1!6!/!"!0 6B 6! 2 2 (0/ (" "#) "(1 "10 "0# "00 #( B! B/ B"!#!B!6 2 2 (0/ )" "#) "(1 "10 "0# "00 #( B! B/ B"!#!B!6 2 2 (0/ 6" 1!0 "#6 "6# ")) "/( "() "1# "1( ""# "") ""( ""0 "0B "06 (0# "6 10) "/0 "1B ""6 "0B "00 #/ #" B6 B) B/ B1 2 2 ("0 "6 10) "/0 "1B ""6 "0B "00 #/ #" B6 B) B/ B1 2 2 ("6 "" "#0 "/1 "(0 "10 "0# "0" #6 #0 B! B/ B"!#!B!! ("6 "( "#0 "/1 "(0 "10 "0# "0" #6 #0 B! B/ B"!#!B!! ("6 (" 10) ")) "// "(1 "1" ""( "0! "0" #B #) #1 #0 B# BB ("6 (( 10) ")) "// "(1 "1" ""( "0! "0" #B #) #1 #0 B# BB ("6 )" 10) ")) "// "(1 "1" ""( "0! "0" #B #) #1 #0 B# BB ("6 )( 10) ")) "// "(1 "1" ""( "0! "0" #B #) #1 #0 B# BB ("6 6" 1B0 10/ "!B "6/ ")/ "/6 "/0 "(6 "(1 "1# "16 "1/ "11 ""B ("6 6( 1B0 10/ "!B "6/ ")/ "/6 "/0 "(6 "(1 "1# "16 "1/ "11 ""B (10(" 1"0 "6) ")0 "(! "1B "11 ""! ""1 "0# "0) "01 "00 #! #6 (1" (" 100 ")/ "/# "// "(# "() "1# "1/ ""# ""6 """ "0B "0) "01 (1" )" "!) "1B "1( ""! ""/ ""0 "0) "00 #) #( #0 BB B6 B/ (/! (" 10) "!" "61 ")( "/! "(# "(( "1# "16 "1/ "11 "1" 2 2 (/! )" 10) "!" "61 ")( "/! "(# "(( "1# "16 "1/ "11 "1" 2 2 ("B "( /B0 (60 (() ("0 1#) 1B) #0/ "( 110 "!) "6) ")) "/) "() "(0 "1) "10 ""0 "0) Commentary on vessel steels * E ))03 E 7 (003 5,A'@. E 2 01J,A>@ J ' 1!" X4X 2 % E,AC@. 6#0 >5 * (003 * /003 57
65 * 1!" E 7 (B % Proof Strength N/mm /281 P 355 NH P 460 QH P 690 QH Temperature C Figure 38 Elevated temperature material properties for a selection of pressure vessel steels 6.2 PIPING STEELS A )? *> "010B 7 (60" 3 (601 3 (60( 3 (60/ 7 (601 (60/ 01J (60) "0J (B /0 7 (# 58
66 Table 38 Elevated temperature material properties for BS 3602 Part 1 pipe steels &10: 0& 7& 4&& 47& 0&& 07& 5&& 57& 6&& 67& )00> (/( ((( ("( 1#" 16! "// ( "BB "!! 4 Table 39 Elevated temperature material properties for BS 3604 pipe steels &10: 0& 7& 4&& 47& 0&& 07& 5&& 57& 6&& 67& 7&& 77& 61#2)#0 (#B (B6 (6( (/B ((/ ((0 (16 (11 ("6 ("" 1#0 1()!61 //B /(1 /06 (BB (!/ (60 (/B (/0 (16 (0# 1B" 1/( )#" 2 2 /11 /"1 /01 (#1 (B1 (!( (/( B0 1!0 1)B 1/! 11B 1") 1"" " 2 2 (") (0) 1#" 1B )) 1)" 1/) #1 1B( 1!) )1 1/) 1(" 2 2 Table 40 Elevated temperature material properties for selected BS 3605 pipe steels 41&: 4&& 47& 0&& 07& 5&& 57& 6&& 67& 7&& 77& 8&& 87& (0/ "" "6B ")0 "(! "1B "11 ""6 ""0 "0B (0/ ("5)" "!B "60 "/! "(# "(1 "1) "10 ""! ("6 ""5"( "!! "6" "/# "(# "(( "1! "1( ""# ("6 ("5((5)"5) "B# "!1 ")# ")0 "/( "(! "(( "1# "1) "1" ""# ""6 Min 0.2% Proof Strength N/mm B S Nb B S B S B S Temperature C Figure 39 Elevated temperature material properties for a selection of pipeline steels 59
67 60
68 7 EXISTING MATERIAL PROPERTY DATA AT HIGH STRAIN RATES "#B6 3 * ',3*'. 7 * A ; 9 * * + * * + 3 * >*, > *. "#B02"##B 4?=' "#B02"##B = A Q= M *8A?=+* Q % +M ;, +;. 7.1 STRUCTURAL CARBON STEELS,., 1/021!) >5., (/)2/60 +A. 3 :, *> "001). 3 ' 7 * A "##" /(60 ' )04 "##" /(60 *> "001) 0!"#" %,2 E., /)0+A. 61
69 7.1.1 Strain rate sensitivity in structural steels 2, 1/) +A. E2 7 /0 2 2 Figure 40 Effects of strain rate on the behaviour of mild steel ; 2 4 = 7 /", + (6 1)0 +A. E, + )"/!60 +A. 62
70 Dynamic increase factor A 36 A Strain rate s -1 Figure 41 Dynamic increase factor for yield strength of mild and high strength steel versus strain rate 7.2 COWPER-SYMONDS RELATIONSHIP ; 32 D d " 1 q 4 E 7 E 4R /0 ER),12/J. 4R(00 ER1) )J 3 3 4R6B// ER(#" 4 4 E 63
71 7 1 + ED t 1)1"0 1 q,+a. 4 E ()) +A!"#"D' /)0 *+ *> "001)D /10 / STAINLESS STEELS A E E ' (0/ 4R "00 ER"0 ; 9? 3 I ' "//0/,("6?. ' "/(61, 7 1(0/. ' "//61,110). I, 01J. 7 /1 /( 2 "//0/,("6?. "//61,110). 0 10J ε ε ε ε Figure 42 Effect of strain rate on the stress-strain characteristics of grade (316L) 64
72 ε ε ε ε Figure 43 Effect of strain rate on the stress-strain characteristics of grade (2205) 7 // 2 2 ε ε Figure 44 Typical strain-time curve for a dynamic tensile test on stainless steel 01J "J,* *.,*. *> "00BBD A 1 QM *> "0001D A " *> "0001D A " D S1)"0 * * * SB0"0 "0J 65
73 7 01J D dyn y,2 SR. 0.2 /",G. 2 01J Table 41 Strain rate enhancement factor, (K SR ) &6 548) & D 017&E4& 4 017&E4& 4 017&E4& 4 F; F; F; B6("0 "0/ ))0"0 "01 ))("0 "01 "!B"0 "0! """"0 "0( ""1"0 "0( BB0"0 ""( 0" "0! 0"1 "0#!/1 "1B )(# "") 6/B ""B 3 2,!1. 7 /) 01J 32 ("6? 71(0/ 110) 0.2% Proof stress Strain rate s S AF D=240s -1; q=4.74 D=3489s -1; q=5.77 D=5958s - 1;q=6.36 Figure 45 Variation of 0.2% proof stress with strain rate and the Cowper-Symonds relationship which best describe the effect for 316L, SAF22304 and 2205 stainless steels 66
74 32 4 E E /1 ("6? 0"J Table 42 Cowper - Symonds constants for stainless steels? C /!" )!6 16( 01J 1/0 /!/ 1!! 7 1(0/ 0"J 110 6(),. 1)" /0/,. )"6 01J (/B# )!! )1! 110),("B. 0"J!6# )"( )// 01J )#)B 6(6 )!) /( // G 0"J 01J "J,,G.,G.,G.. 2 : G,,G /( // H 2 2 2,>?7*. 7 /6 H 2 σ σ Figure 46 Linearized stress strain curve allowing for strain rate effects 67
75 Table 7.3 Strain rate enhancement for 0.1%, 0.2% and 1.0 % proof strengths D D D "//0/,("6?. "/(61,1(0/. "//61,110) # 0#( 1!6 0#1 ("6 0#/ 000"! 1B! 0## 1#6 0## ((1 0## 0001) 1#" "00 (00 "00 (() "00 000B6 (0/ "0/ ("( "0/ (/6 "0( 00"!B ("" "0! (1" "0! ()1 "0) 00BB0 (1! ""1 ((B ""( (66 "0#!/100 (!1 "1B (B) "1B /0/ "1" "(B20/ )1) 0#! )/B 0#6 6") 0#! )(6 0## )61 0#B 616 0## 0001) )/( "00 )!1 "00 6(/ "00 000)) )/# "0" )B" "01 6/" "0" 00""" ))) "01 )BB "0( 6/! "01 0"000 )!1 "0) 6"( "0! 666 "0) )(#00 60/ """ 6)6 "")!00 "" )6) 0#) )#6 0#) 6B0 0#6 0001/ )#" "00 61! "00!0) " ) )#1 "00 61! "00!0) "00 000)) 60" "01 6(B "01!") "0" 00""1 6"0 "0( 6/B "0(!1( "0( 0"1(0 6(# "0B 6B1 "0#!)" "0! 6/B00 6BB ""6!(! ""B!#! ""( "//0/,("6?. "/(61,1(0/. "//61,110). Table 44 Strain rate enhancement for ultimate tensile strength D )G 8& : 0000( )#! 0#! )B! 000B0 6") " ")# 6"# "0" /#( 00#6( 61B "01 )0( 0"!#0 6(1 "0( )00 "!000 6// "0) )"0 1"1000 6)B "0! )1! 0000(!(# 0#B (60 000B0!)/ " "66!)B "0" 1B0 00#)/!66 " "B10!6# "01 1#! "!!00!!# "0( 1#0 "6!000!#0 "0) (0! 0000( B"( 0#! (/( 000B0 B/" " "61 B/! "0" 1#0 00#/# B61 "0( 1#( 0"B"0 B6! "0( (00 "!600 BB! "0) (00 ")6000 #0) "0B 1B( 68
76 8 NEW ELEVATED TEMPERATURE MATERIAL PROPERTY FOR BS 7191 GRADE 355EM(Z) AND 450EM(Z) STEELS!"#"D ())*+,-. /)0*+,-. )#)0DA B 8.1 MATERIAL AND SPECIMEN PREPARATION D!"#"D()) *+,-. 2!"#"D/)0*+,-. E 3 ())*+,-. "1 ( "") 3 /)0*+,-. "0 / "0 / E 8.2 TEST PROGRAMME *> "0001DA " H * 3 3 *> "0001DA ), 5 01J. "
77 )26J LL,. 8.3 RESULTS AND DISCUSSION FOR GRADE 355EM(Z) STEEL /" 7 /! )0 2 6J Strength factors vs temperature 7 I 7,. 01J 7 0) )0J /1 /) 7 )" )/ 0)J ")J 10J "0J (0J )0J )J 7 /! )0 4 )J 7 )) 0)J 10J )J /6 7 )6 : /6 6( "1 +3; /) 7 /! "1 "0J 10 70
78 8.3.2 Comparison of strength factors with existing data in BS 5950: Part 8 )#)0DA B 7 )! /(60D' /( )0 +3; Stress strain relationships 7 7 )B 6"!00 3 /! ) ; RESULTS AND DISCUSSION FOR GRADE 450EM(Z) STEEL )" / 2 6J Strength factors vs temperature 7 I 7,. 01J 7 0)J )J )1 )/ 7 6) 6! 7 0)J ")J 10J "0J (0J )0J )J / 4 )J "0 6 "6 7 /0 60 /") 71
79 >5 1) S!) 0)J 10J )0J 7 6B / J 6J /0 60 / # )) Comparison of strength factors with existing data in BS 5950: Part 8 7!0,. )#)0D A B /(60 ' /( )0 = ' /)0 /( )0 6)03 ' /) Stress strain relationships 7 7!"!(!003 )6 )B 7 /0 60 ' /)0 1) S!) 7!/ )# 8.5 CONCLUSIONS!"#"D' ())*+,-. +3;!"#"D'/)0*+,-. E D EM(Z) steel. 1003! (. "1 +3; E ; "0J 72
80 . +3; )#)0DA B.! EM(Z) steel.! J. /0 60 ' /)0 1) S!). = 2 )#)0D A B ' /)0 E.!003 /0 60 1) S!) 73
81 Table 41 Ambient temperature tensile properties of the plates supplied &10: # - : "1!"# /0B ()) )1/ / ! 10 (0!"# (B/ (/) )"! / (! 10 60!"# (#1 (/0 /## / (# 10 "1!$%&'# /"# ()) )0/ / (0 10 Table 42 Strength factors at various critical strains for Grade 355EM(Z), 12mm plate (Normalised) # ( H &17: 41&: 417: 01&: 51&: 71&: 10 0#BB 0#BB 0#B# 0#B# 0##( "0#" )0 0#"0 0#/( 0#)( 0#)) 0##" "0)0 "00 0B11 0B)) 0B60 0B!/ 0#B0 "0)0 ")0 0B0) 0B0! 0B"0 0B6) 0#6) "0) !)) 0!!) 0!#( 0B)/ 0#)) "0)0 1)0 06#B 0!)0 0!B0 0B/! 0#)0 "0)0 (00 06(# 0!10 0!B( 0B/0 0#/) "0/) ()0 06"! 0!"1 0!)( 0B"B 0#(0 "0(( /00 0)!) !1B 0!B6 0B#0 "00) /)0 0)16 060! 06)( 0!0( 0!!6 0BB! )00 0/)B 0)11 0)6) 0)#! 06() 06B1 ))0 0(6/ 0/"# 0//# 0/!1 0)0( 0)/! ! 0(0! 0((" 0(/# 0(!( 0(#) 6)0 0"B6 01"6 01(" 01/1 01)# 01!B!00 0""! 0"/1 0")# 0"!0 0"!# 0"#1 74
82 Table 43 Strength factors at various critical strains for Grade 355EM(Z), 30mm plate (Normalised) # ( H &17: 41&: 417: 01&: 51&: 71&: 10 "000 "000 "000 "000 "01( ""61 )0 0#/B 0#)! 0#61 0#61 "0"0 """) "00 0#"( 0#1/ 0#1) 0#1! 0##) ""0" ")0 0B/) 0B)B 0B)! 0#"1 0##) "0## 100 0!B/ 0!#B 0B0/ 0#0B 0##) "0#/ 1)0 0!10 0!B/ 0B0! 0B#! 0#B0 "0#1 (00 06!! 0!)B 0B"0 0B!! 0#)) "0B0 ()0 06/" 0!(1 0!B) 0B/B 0#() "0!) /00 060# 06#0 0!)" 0B01 0B#/ "0)) /)0 0)6) 06() 06B! 0!(" 0B0! 0#1B )00 0/#! 0)6" (1 06!/ 0!1( ))0 0(#6 0/)1 0/B6 0)0B 0)(B 0)!B B/ 0((0 0()B 0(!) 0(#) 0/1/ 6)0 0"!B 01"( 01(/ 01/# 01!/ 0(00!00 0"0( 0"(1 0"/6 0")) 0"6B 0"B" Table 44 Strength factors at various critical strains for Grade 355EM(Z), 60mm plate (Normalised) # ( H &17: 41&: 417: 01&: 51&: 71&: 10 0#!) 0#!) 0#!) 0#!) "0/B ""!1 )0 0#"" 0#"B 0#(" 0#/0 0##0 ""!0 "00 0B/( 0B)B 0B61 0B6) 0#B1 ""!0 ")0 0!!) 0!B) 0!#B 0B/B 0#6# ""6# 100 0!"0 0!"! 0!6) 0B(( 0#6" ""6B 1)0 06)0 06#) 0!)B 0B1/ 0#)/ ""6) ( #0 0!)0 0B") 0#/) ""60 ()0 0)!/ 06!1 0!1# 0!B# 0#") ""(" /00 0))! 06(6 06#B 0!60 0B!) ""00 /)0 0)11 0)#( 06/1 06B) 0!6( 0BB/ )00 0/)# 0)"" 0)/B 0)6# 061) 06B0 ))0 0(!B 0/1( 0/)0 0/!0 0)00 0)/ !0 0("1 0((/ 0(/# 0(!( 0/0/ 6)0 0"!# ) 01(B 01)B 01!(!00 0"0/ 0"1( 0"(B 0")0 0"61 0"!B 75
83 Table 45 Strength factors at various critical strains for Grade 355EM(Z), 12mm plate (TMCR) # ( H &17: 41&: 417: 01&: 51&: 71&: 10 0#B0 0#B1 0#B6 0##0 0##0 "0B0 )0 0)10 0#)! 0#)# 0#60 0#6" "0)0 "00 0#(B 0#/( 0#// 0#/) 0#/6 "0)0 ")0 0#"B 0#1" 0#1" 0#11 0#/0 "0) BBB 0B#" 0B#/ 0B#6 0#(/ "0)0 1)0 0B0B 0B/! 0B!1 0B#/ 0#(0 "0() (00 0!"B 0!#1 0B/1 0B!0 0#1! "010 ()0 06#0 0!60 0B11 0B)) 0#"1 "00) / !(/ 0!B) 0B16 0BBB 0##0 /)0 06") 06B/ 0!1# 0!66 0B"! 0B#6 )00 0)1# 060/ 06/0 066# 0!00 0!/) ))0 0/"6 0/6( 0/#/ 0)10 0))6 0)#) 600 0((1 0(60 0(!B 0(#( 0/"0 0/(0 6)0 016/ 01B# 0(00 0(0B 0(11 0(((!00 0"#! 01"6 011) 01(1 01/" 01)6 Table 46 Strength factors for Grade 355EM(Z), (Normalised) applicable to plates up to 63mm # ( H &17: 41&: 417: 01&: 51&: 71&: 10 0#!) 0#!) 0#!) 0#!) 0##( "0#" )0 0#"0 0#"B 0#(" 0#/0 0##0 "0)0 "00 0B11 0B)) 0B60 0B6) 0#B0 "0)0 ")0 0!!) 0!B) 0B"0 0B/B 0#6) "0) !"0 0!"! 0!6) 0B(( 0#)) "0)0 1)0 06)0 06#) 0!)B 0B1/ 0#)0 "0)0 ( #0 0!)0 0B") 0#/) "0/) ()0 0)!/ 06!1 0!1# 0!B# 0#") "0(( /00 0))! 06(6 06#B 0!60 0B!) "00) /)0 0)11 0)#( 06/1 06B) 0!6( 0BB/ )00 0/)B 0)"" 0)/B 0)6# 061) 06B0 ))0 0(6/ 0/"# 0//# 0/!0 0)00 0)/ ! 0(0! 0((" 0(/# 0(!( 0(#) 6)0 0"!B (" 01(B 01)B 01!(!00 0"0( 0"1( 0"(B 0")0 0"61 0"B" 76
84 Table 47 Stress strain data from transient tests for Grade 355 EM(Z), 12 mm plate (Normalised) I. : 0& 4&& 0&& 5&& 6&& 67& 7&& 77& 8&& 87& 9&& !B "6! 00B! ((! 2 00# )B # "16! "06) B"! " "/) "#) 0"1( /" "1) ")"6 "(!! "")/ #"1 6)! /0) 1"! 0"(" 2 2 1)1" "(# 2 1!6# ") )B/ 10#) ")66 "/(B "11) #6#!"0 /// 1(6 0"!" ()) "!) ()0! 1#/! 16"6 1"1( "6"1 "/#" "1B) "0")!/6 /!1 1)/ 0100 ()0! 1#!B 16(/ 1"// "6)/ ")(! "((B "0)"!!0 /#! 1!" 011) ()0! 1##( 16/) 1")B "6#( ")B0 "(BB "0!#!#1 )"B 1B! 01)0 ()0! (000 16)1 1"6# "!(1 "611 "/1! ""0/ B0# )/0 (01 01!) ()0! (000 16)) 1"B0 "!6B "6)B "/)6 ""1) B1! ))! ("6 0(00 ()0! (000 16)# 1"#0 "B0( "6#0 "/B0 ""/! B/) )!) ((0 0()0 ()0! (00( 166( 110B "B!" "!)0 ")1! ""B6 B!! 60/ ()) 0/00 ()0! (00! "#() "!#6 ")66 "11) #0) 61) (!6 0/)0 ()0! (0"0 16!( 11(! "##1 "B() ")#B "160 #(0 6/( (#B 0)00 ()0! (0"/ 16B0 116B 10/" "B6! "616 "1#1 #/B 660 /") 0600 ()0! (0"B 16#" 1(1# 1"1( "#() "6!# "()( #B( 6B# /// 0!00 ()0! (01) 1!0) 1(B6 1"#0 "### "!1# "(## "0")!"/ /61 0B00 ()0! (01B 1!"# 1//1 11/! 10)) "!!) "/(/ "0//!() /!6 0#00 ()0! (0(1 1!(/ 1/#6 1(00 1"0# "B"B "/6( "06#!)( /#0 "000 ()0! (0() 1!)" 1)/) 1()0 1")) "B)( "/B! "0#0!6! )0/ "1)0 ()"" (0/1 1!B! /!" 11)/ "#() ")// ""/0!#) )(6 ")00 ()"" (0)( 1B") 1!B0 1)B/ 1(/" 1006 ")#/ ""!) B10 )6/ "!)0 ()"" (0!B 1#(1 1BB( 16#" 1/10 10!0 "6(! "10! B/" )B ()"" ("0( (0(1 1#B1 1!#0 1/#6 1""# "6!6 "1(# B)# 60/ 1)00 ()") (1#/ (110 ("!/ 1#B1 16(/ 1"#/ "!/0 "1#1 BBB 61" (000 ()") (/!# ((#0 (()) ("60 1!)) 11)/ "!B6 "(1/ #"1 6() ("00 ()"B (100 ()) ()00 (6/1 (60( (/#! (/#! ((0# 1B!6 1("" "B(1 "(/# #(! 6)0 /000 (!6( (!1B ()#( (6"0 (/// 1#!) 1(6" "B!" "(6! #)# 66 )000 (B!( (!1B (!1B (!"0 ()6B ("/# 1/1" "#/1 "/01 #B! 6B1 77
85 Table 48 Stress strain data from transient tests for Grade 355 EM(Z), 30 mm plate (Normalised) I. : 0& 4&& 0&& 5&& 6&& 67& 7&& 77& 8&& 87& 9&& ( ( ( ( ( ( ( ( ( ( )* + ( ( ( ( ( ( ( ( (, ( - ( ( ( ( ( ( ( ( ( ( * ( ( ( ( ( ( ( ** ( ( (,- ( ( ( ( ( ( * ( ( ( (,* ( ( ( ( ( )), ( ( ( ( ( ( ( ( ( ( ( (,-, + )+, ( ( ( ( - ( ( ( ( ( ( ( ( ( *+ ( ( ( ( ( ( ( + ( ( ( ( ( ( ( ( ( ( ( - ( ( ( ( ( ( ( ( ( ( ( ( +* -*- ++, ), - ( *,, ), ), ) -- ) + ( ( ( ( ( ( ( ( ( ( ( + )- ( ( ( ( ( ( ( ( ( ( ( *- ),*,- +* )+), - --, - )--), -, *, +++ -* ) -+, (,,- *+ * --, + * -** +) (, +*,- *, - -* *) * ) ( ) +, )*,* ) * *- *) ) ( ) +, ),-, -, * *++ ),) ) ( )+ +-+ )*,* *-+ +,-, ) - ( ), + ), ** +- )*,) * )* - ( )+ +, ), +, +* )),,+, )- ( ) ))+,-, )++,* +- ) + ( )+, )+) + - ) - +- )* ( )*- -) - + * ) - * ( )*- * *+) -,- * +, -*, ( )** ) + )) -,, * - * -)+ ( )** ) + )*,,), ), ) - ( ), +) )+ -, *- +,- ) -*) ( ), - *-), ) + ) * - + ( (, ( ( ( ( ( ( ( ( ( ), ))+,), +*- - )+ * *) ( ),* ))) )+ + * ),- *, ) ( ),* ), )+-,, + + ** )),-, + ( ) ( ( ( ( ( ( ( ( ( ( )) ( ( ( ( ( ( ( ( ( *) )--) ( ( ( ( ( ( ( ( ( ( ) ), )-)) )-)) ), )*- *- ) *+ )+),- * ) )+,* ), )- )-+ ))), ),) ),,+,, - )*+ ), )+ ), )) ), -,) -*,,- + -, ),* )- )+ )+- ) -,-,,- -+) ) +- 78
86 Table 49 Stress strain data derived from transient tests for Grade 355 EM(Z), 60 mm plate (Normalised) I. : 0& 4&& 0&& 5&& 6&& 67& 7&& 77& 8&& 87& 9&& 79
87 Table 50! "" #$%& ' ($) I. : 0& 4&& 0&& 07& 5&& 6&& 67& 7&& 77& 8&& 87& 9&& 80
88 Table 51 *+, -.! " #$% ' &10: # - : "0 /B/ )6/ 1B /0 /!B ))( //B) )// (" Table 52 Strength factors v temperature at various critical strains for 10 mm Grade 450 EMZ plate # ( H &17: 41&: 417: 01&: 51&: 71&: 10 "00/ "010 "0/! "06/ ""00 ""/1 )0 0##" "0") "0(0 "0/! "0)0 "0)0 "00 0#!B "0"" "010 "0(0 "0)0 "0)0 ")0 0#60 "00/ "0"B "01B "0)0 "0) #)" "000 "0") "01) "0)0 "0)0 1)0 0#(0 0##) "0"0 "010 "0)0 "0)0 (00 0#"( 0#B6 "000 "0"0 "0)0 "0)0 ()0 0B#/ 0#60 0#!) 0##0 "0)0 "0)0 /00 0B)" 0#11 0#)) 0#!) "00) "0)0 /)0 0!#) 0B6" 0BB( 0#00 0#16 0#/) )00 06## 0!6) 0!B/ 0B00 0B"/ 0B(0 ))0 0))! 061! 06)6 06!0 06B! 0!0B 600 0/06 0/6B 0/#) 0)0B 0)1! 0))0 6)0 01)! 0(0# 0((( 0()0 0(!) 0(#1!00 0"// 0"!6 0"#/ 01" )0 81
89 Table 53 Strength factors v temperature at various critical strains for 40 mm Grade 450 EMZ plate # ( H &17: 41&: 417: 01&: 51&: 71&: 10 "0"0 "0)( "0)B "0)B ""0B ""!/ )0 0#60 "001 "00! "0(0 "0#/ ""00 "00 0#)" 0#60 0#6) "00) "0B0 ""00 ")0 0#/6 0#)) 0#61 0##0 "0!) "" #(( 0#)" 0#6" 0#B0 "0!0 ""00 1)0 0#10 0#/6 0#)/ 0#!) "0)/ ""00 (00 0#0) 0#/0 0#)" 0#!0 "0/" ""00 ()0 0B!B 0#1! 0#/! 0#6) "010 ""00 /00 0B"! 0#0( 0#(( 0#)( 0#B) "0!B /)0 0!)/ 0B/( 0BB6 0#0B 0#(6 0#)# )00 06!1 0!/! 0!!B 0B06 0B1( 0B/0 ))0 0)!/ 06(6 06!" 06#0 0!0) 0!"! 600 0/)( 0)0( 0)(1 0))0 0)6( 0)B( 6)0 0(0! 0()# 0(B1 0(#) 0/"" 0/(0!00 0")! 010" 01"6 011B 01/# 01B0 Table 54 Strength factors v temperature at various critical strains for 60 mm Grade 450 EMZ plate # ( H &17: 41&: 417: 01&: 51&: 71&: 10 "000 "000 "000 "006 "0!) ""/6 )0 0#!" 0#!" 0#!" "00( "0!( ""00 "00 0#/( 0#/( 0#/( "000 "0!0 ""00 ")0 0#1B 0#1! 0#1B 0##! "06B "" #"0 0#1( 0#1) 0##/ "06) ""00 1)0 0B#" 0#10 0#1( 0##0 "061 ""00 (00 0B6/ 0#0B 0#10 0#B1 "060 ""00 ()0 0B(6 0B#1 0#"/ 0#!0 "0/# "0B1 /00 0B0) 0B66 0B#B 0#)6 "011 "0)) /)0 0!)1 0B(0 0B61 0B#0 0#/0 "0"0 )00 06B) 0!)) 0!B0 0!## 0B(1 0B6# ))0 0)#/ 06)" 06!1 06B6 0!0! 0!( /6" 0)"0 0)1! 0)/0 0))B 0)B" 6)0 0(11 0(!1 0(B# 0/00 0/") 0/(#!00 0"#0 011) 01/1 01)6 01!" 01B# 82
90 Table 55 Strength factors at various critical strains for Grade 450 EMZ, combined data from 40 mm and 60 mm plates for thickness range 25 mm < T 75 mm # ( H &17: 41&: 417: 01&: 51&: 71&: 10 "000 "000 "000 "006 "0!) ""/6 )0 0#!" 0#!" 0#!" "00( "0!( ""00 "00 0#/( 0#/( 0#/( "000 "0!0 ""00 ")0 0#1B 0#1! 0#1B 0##! "06B "" #"0 0#1( 0#1) 0##/ "06) ""00 1)0 0B#" 0#10 0#1( 0##0 "061 ""00 (00 0B6/ 0#0B 0#10 0#B1 "060 ""00 ()0 0B(6 0B#1 0#"/ 0#!0 "0/# "0B1 /00 0B0) 0B66 0B#B 0#)6 "011 "0)) /)0 0!)/ 0B/( 0BB6 0#0B 0#(6 0#)# )00 06!1 0!/! 0!!B 0B06 0B1( 0B/0 ))0 0)!/ 06(6 06!" 06#0 0!0) 0!"! 600 0/)( 0)0( 0)(1 0))0 0)6( 0)B( 6)0 0(0! 0()# 0(B1 0(#) 0/"" 0/(0!00 0")! 010" 01"6 011B 01/# 01B0 83
91 Table 56 Stress strain data derived from transient tests for Grade 450 EM(Z), 10mm plate I. : 0& 4&& 0&& 5&& 6&& 67& 7&& 77& 8&& 87& 9&& 84
92 Table 57 Stress strain data derived from transient tests for Grade 450 EM(Z), 40mm plate. : 0& 4&& 0&& 5&& 6&& 67& 7&& 77& 8&& 87& 9&& 85
93 Table 58 Stress strain data derived from transient tests for Grade 450 EM(Z), 60mm plate. : 0& 4&& 0&& 5&& 6&& 67& 7&& 77& 8&& 87& 9&& 86
94 Table 59 Stress strain data for Grade 450 EM(Z), for plate thickness range 25mm < t 75mm derived from transient tests B (! 0" )! 0"(# )60 2 0") /( ((1 0") "0!# 2 2 0")! )/ "6"# ")# B( "6# BBB "! )( "!) (B6 1""! "!6/ "166!!6 (6) 0"!! "B0 2 ()#B ((! /")0 (6// (/") 1##6 16)6 1/# "B6B "(#0 B/! (#/ 011) /")0 (6#/ (/6) (0!) 1!(# 1)!! 11#" "#)# "/!( #"! /1! 01)0 2 (!(# ()0! (")0 1B"0 16)6 1(6" 10(/ ")/B #!) //B 01!) 2 (!B" ()/B (110 1B!6 1!1! 1/1/ 10#1 "6"0 "01# /!! 0(00 2 (B"0 ()B6 (1!# 1#(B 1!B# 1/!B 1"(! "660 "0!) )01 0()0 2 (B/! (660 ((B1 (0)/ 1B#! 1)6# 1110 "!/( ""/" )// 0/00 2 (BB0 (!(" (/6# ("61 1#BB 16)6 11#" "B0" ""#) )B" 0/)0 (#0) (!)6 ()(6 (1)B (06( 1!1! 1(/) "B/! "1/" 6"B 0)00 /")0 (#"( (!!! ()B6 ((/" ("1# 1!B# 1(B1 "BB0 "1!/ 6) (#"B (B06 (6/B (/") (1(! 1BBB 1/// "#(B "(1B!"/ 0! (B"B (6B) (/6# ((10 1#6( 1/#B "#B/ "(!B!)) 0B (B11 (!"/ ()") ((#" (01" 1))1 101) "/"#!B# 0# (B16 (!/( ())! (//# (06! 1)#B 10)B "/)! B"( "000 /")0 (#"B (B(0 (!6B ()#/ (/#B ("00 16(# 10B! "/#0 B(/ "1)0 2 2 (B(# (B0" (66/ (601 ("!" 1!"B 1")B ")/B B!1 ")00 /")0 (#11 (B(# (B"B (!1! (6!! (11# 1!B) 110B ")B) B#6 "!)0 /")0 /0/6 /016 (#B/ (B16 (!1! (1!# 1B(0 11/# "6"# #1" 1000 /"!0 /")0 /"1) /0!) (#6! (!6B ((10 1B6/ 11B( "6(# #/6 1"00 /1! )00 /(!0 2 2 /1(! /"1" (B(# ((!/ 1#0) 1("1 "6!! ##6 (000 //60 ///" //10 /(## /1/" (BB/ (/") 1#16 1((6 "!06 "0(( /000 /6(0 /)6) /)// //#0 /((! (#(B (/)( 1#)) 1(B1 "!)) ""0/ )000 /!)0 /)6) /)6) /)6) /(!B (#B0 (/B6 1#!6 1/"# "!B) ""60 87
95 Total Strain % SR = 0.10 SR = 0.15 SR = 0.20 SR = 0.30 SR = 0.40 SR = 0.50 SR = 0.60 SR = 0.70 SR = 0.80 SR = 0.95 SR = Temperature ( o C) Figure 47 Elevated temperature transient tests, Grade 355 EM(Z) 12 mm plate (Normalised) Total Strain % SR = 0.07 SR = 0.1 SR = 0.15 SR = 0.2 SR = 0.3 SR = 0.4 SR = 0.5 SR = 0.6 SR = 0.7 SR = 0.8 SR = 0.91 SR = 0.96 SR = SR = Temperature ( o C) Figure 48 Elevated temperature transient tests, Grade 355 EM(Z) 30 mm plate (Normalised) 88
96 Total Strain % SR = 0.07 SR = 0.10 SR = 0.15 SR = 0.20 SR = 0.30 SR = 0.40 SR = 0.50 SR = 0.60 SR = 0.70 SR = 0.80 SR = 0.96 SR = SR = SR = Temperature ( o C) Figure 49 Elevated temperature transient tests, Grade 355 EM(Z) 60 mm plate (Normalised) Total Strain % SR = 0.10 SR = 0.15 SR = SR = 0.20 SR = 0.25 SR = 0.30 SR = 0.40 SR = 0.50 SR = 0.60 SR = 0.70 SR = 0.80 SR = 0.90 SR = 0.95 SR = Temperature ( o C) Figure 50 Elevated temperature transient tests, Grade 355 EM(Z) 12 mm plate (TMCR) 89
97 1.2 1 Strength Factor % 1.0% 1.5% 2.0% 3.0% 5.0% Temperature ( o C) Figure 51 Strength factors v temperature at various critical strains for 12 mm Grade 355 EMZ plate (Normalised) Strength Factor % 1.0% 1.5% 2.0% 3.0% 5.0% Temperature ( o C) Figure 52 Strength factors v temperature at various critical strains for 30 mm Grade 355 EMZ plate (Normalised) 90
98 1.2 1 Strength Factor % 1.0% 1.5% 2.0% 3.0% 5.0% Temperature ( o C) Figure 53 Strength factors v temperature at various critical strains for 60 mm Grade 355 EMZ plate (Normalised) Strength Factor % 1.0% 1.5% 2.0% 3.0% 5.0% Temperature ( o C) Figure 54 Strength factors v temperature at various critical strains for 12 mm Grade 355 EMZ plate (TMCR) 91
99 1.2 1 Srength Factor % (12 mm) 2.0% (12 mm) 5.0% (12 mm) 0.5% (30 mm) 2.0% (30 mm) 5.0% (30 mm) 0.5% (60 mm) 2.0% (60 mm) 5.0% (60 mm) Temperature ( o C) Figure 55 ( 40/ 5& 8& Strength Factor % 1.0% 1.5% 2.0% 3.0% 5.0% Temperature o C Figure 56Strength factors at elevated temperatures for Grade 355 EM)Z) Normalised plates up to 63mm 92
Κλινικοί Εκπαιδευτές: σύντομη περιγραφή ρόλου, κριτήρια επιλογής & πρόγραμμα εκπαίδευσης
σύντομη περιγραφή ρόλου, κριτήρια επιλογής & πρόγραμμα εκπαίδευσης 1 Σεπτέμβριος 2012 2012 4 η ΥΠΕ. Με επιφύλαξη παντός δικαιώματος. Απαγορεύεται αναδημοσίευση της έκδοσης σε οποιαδήποτε μορφή, ολόκληρης
Διαβάστε περισσότεραΜΔΛΔΣΖ ΔΝΓΟΣΡΑΥΤΝΖ Δ ΥΑΛΤΒΔ ΘΔΡΜΖ ΔΛΑΖ
ΔΘΝΗΚΟ ΜΔΣΟΒΗΟ ΠΟΛΤΣΔΥΝΔΗΟ ΔΙΑΣΜΗΜΑΣΙΚΟ ΠΡΟΓΡΑΜΜΑ ΜΕΣΑΠΣΤΥΙΑΚΩΝ ΠΟΤΔΩΝ (Δ.Π.Μ..): "ΔΠΗΣΖΜΖ ΚΑΗ ΣΔΥΝΟΛΟΓΗΑ ΤΛΗΚΧΝ" ΜΔΛΔΣΖ ΔΝΓΟΣΡΑΥΤΝΖ Δ ΥΑΛΤΒΔ ΘΔΡΜΖ ΔΛΑΖ ΜΕΣΑΠΣΤΥΙΑΚΗ ΕΡΓΑΙΑ ΕΔΡΒΑ ΑΗΜΗΛΗΑΝΟ Διπλωματούτος
Διαβάστε περισσότερα2 Προετοιμαςία & χοριγθςθ IV υγρϊν. Όροι Χρήςησ
Προετοιμασία & χορήγηση IV υγρών 4θ Υγειιονομιικι Περιιφζρειια Μακεδονίίασ Θράκθσ 2 Προετοιμαςία & χοριγθςθ IV υγρϊν Όροι Χρήςησ Το πρωτόκολλο νοςθλευτικισ πρακτικισ, που ακολουκεί, αναπτφχκθκε από κλινικοφσ
Διαβάστε περισσότεραkatoh@kuraka.co.jp okaken@kuraka.co.jp mineot@fukuoka-u.ac.jp 4 35 3 Normalized stress σ/g 25 2 15 1 5 Breaking test Theory 1 2 Shear tests Failure tests Compressive tests 1 2 3 4 5 6 Fig.1. Relation between
Διαβάστε περισσότερα2 Διενζργεια Διενζργεια υψθλοφ εκκενωτικοφ υποκλυςμοφ. Όροι Χρήςησ
Διενϋργεια Υψηλού Εκκενωτικού Υποκλυςμού 4η Υγειιονομιικό Περιιφϋρειια Μακεδονύύασ Θρϊκησ 2 Διενζργεια Διενζργεια υψθλοφ εκκενωτικοφ υποκλυςμοφ Όροι Χρήςησ Το πρωτόκολλο νοςθλευτικισ πρακτικισ, που ακολουκεί,
Διαβάστε περισσότεραPotential Dividers. 46 minutes. 46 marks. Page 1 of 11
Potential Dividers 46 minutes 46 marks Page 1 of 11 Q1. In the circuit shown in the figure below, the battery, of negligible internal resistance, has an emf of 30 V. The pd across the lamp is 6.0 V and
Διαβάστε περισσότεραPipe E235N (St 37.4 NBK) phosphated and oiled
Pipe E235N (St 37.4 NBK) phosphated and oiled Working Pressure Burst Pressure 4X1ST37.4NBK* 4 x 1.0 3201041000 397 459 555 2600 0.07 6X1ST37.4NBK 6 x 1.0 3201061000 252 289 394 1560 0.12 6X1.5ST37.4NBK
Διαβάστε περισσότεραMECHANICAL PROPERTIES OF MATERIALS
MECHANICAL PROPERTIES OF MATERIALS! Simple Tension Test! The Stress-Strain Diagram! Stress-Strain Behavior of Ductile and Brittle Materials! Hooke s Law! Strain Energy! Poisson s Ratio! The Shear Stress-Strain
Διαβάστε περισσότεραΠροι Χρήςησ. 2 Κατευκυντιριεσ Οδθγίεσ Μαιευτικισ Φροντίδασ
Κατευθυντόριεσ Οδηγύεσ Μαιευτικόσ Φροντύδασ 4θ Τγειιονομιικι Περιιφζρειια Μακεδονίίασ Θράκθσ 2 Κατευκυντιριεσ Οδθγίεσ Μαιευτικισ Φροντίδασ Προι Χρήςησ Οι κατευκυντιριεσ οδθγίεσ μαιευτικισ φροντίδασ που
Διαβάστε περισσότεραGrey Cast Irons. Technical Data
Grey Cast Irons Standard Material designation Grey Cast Irons BS EN 1561 EN-GJL-200 EN-GJL-250 EN-GJL-300 EN-GJL-350-1997 (EN-JL1030) (EN-JL1040) (EN-JL1050) (EN-JL1060) Characteristic SI unit Tensile
Διαβάστε περισσότεραDETERMINATION OF THERMAL PERFORMANCE OF GLAZED LIQUID HEATING SOLAR COLLECTORS
ΕΘΝΙΚΟ ΚΕΝΤΡΟ ΕΡΕΥΝΑΣ ΦΥΣΙΚΩΝ ΕΠΙΣΤΗΜΩΝ ΗΜΟΚΡΙΤΟΣ / DEMOKRITOS NATIONAL CENTER FOR SCIENTIFIC RESEARCH ΕΡΓΑΣΤΗΡΙΟ ΟΚΙΜΩΝ ΗΛΙΑΚΩΝ & ΑΛΛΩΝ ΕΝΕΡΓΕΙΑΚΩΝ ΣΥΣΤΗΜΑΤΩΝ LABORATORY OF TESTIN SOLAR & OTHER ENERY
Διαβάστε περισσότεραFigure 1 - Plan of the Location of the Piles and in Situ Tests
Figure 1 - Plan of the Location of the Piles and in Situ Tests 1 2 3 A B C D DMT4 DMT5 PMT1 CPT4 A 2.2 1.75 S5+ SPT CPT7 CROSS SECTION A-A C2 E7 E5 S4+ SPT E3 E1 E DMT7 T1 CPT9 DMT9 CPT5 C1 ground level
Διαβάστε περισσότεραο αεροσολσ σλοω χλιµατιχ ωαρµινγ? Ηαλτινγ τηε σπρεαδ οφ ΑΙ Σ. Χαν παρτιχλε πηψσιχσ χοµε βαχκ?
ΦΕΒΡΥΑΡΨ 1994 3.95 ο αεροσολσ σλοω χλιµατιχ ωαρµινγ? Ηαλτινγ τηε σπρεαδ οφ ΑΙ Σ. Χαν παρτιχλε πηψσιχσ χοµε βαχκ? ιγιταλ φοργερψ χαν χρεατε πηοτογραπηιχ εϖιδενχε φορ εϖεντσ τηατ νεϖερ ηαππενεδ. Φεβρυαρψ
Διαβάστε περισσότεραΤο σχέδιο της μέσης τομής πλοίου
ΣΧΟΛΗ ΜΗΧΑΝΙΚΩΝ ΤΜΗΜΑ ΝΑΥΠΗΓΩΝ ΜΗΧΑΝΙΚΩΝ ΜΕΤΑΠΤΥΧΙΑΚΟ ΠΡΟΓΡΑΜΜΑ ΣΠΟΥΔΩΝ Το σχέδιο της μέσης τομής πλοίου Α. Θεοδουλίδης Σχέδιο Μέσης Τομής Αποτελεί ένα από τα βασικώτερα κατασκευαστικά σχέδια του πλοίου.
Διαβάστε περισσότεραThin Film Chip Resistors
FEATURES PRECISE TOLERANCE AND TEMPERATURE COEFFICIENT EIA STANDARD CASE SIZES (0201 ~ 2512) LOW NOISE, THIN FILM (NiCr) CONSTRUCTION REFLOW SOLDERABLE (Pb FREE TERMINATION FINISH) Type Size EIA PowerRating
Διαβάστε περισσότεραPrecision Metal Film Fixed Resistor Axial Leaded
Features EIA standard colour-coding Non-Flame type available Low noise and voltage coefficient Low temperature coefficient range Wide precision range in small package Too low or too high ohmic value can
Διαβάστε περισσότεραΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΚΥΠΡΟΥ ΣΧΟΛΗ ΓΕΩΠΟΝΙΚΩΝ ΕΠΙΣΤΗΜΩΝ ΒΙΟΤΕΧΝΟΛΟΓΙΑΣ ΚΑΙ ΕΠΙΣΤΗΜΗΣ ΤΡΟΦΙΜΩΝ. Πτυχιακή εργασία
ΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΚΥΠΡΟΥ ΣΧΟΛΗ ΓΕΩΠΟΝΙΚΩΝ ΕΠΙΣΤΗΜΩΝ ΒΙΟΤΕΧΝΟΛΟΓΙΑΣ ΚΑΙ ΕΠΙΣΤΗΜΗΣ ΤΡΟΦΙΜΩΝ Πτυχιακή εργασία ΜΕΛΕΤΗ ΠΟΛΥΦΑΙΝΟΛΩΝ ΚΑΙ ΑΝΤΙΟΞΕΙΔΩΤΙΚΗΣ ΙΚΑΝΟΤΗΤΑΣ ΣΟΚΟΛΑΤΑΣ Αναστασία Σιάντωνα Λεμεσός
Διαβάστε περισσότεραΘΕΜΑ : Ανακοίνωση Επαναληπτικής Υποβολής Προσφορών για την Προμήθεια Ελασμάτων/Σιδηρικών για κάλυψη αναγκών ΤΠΚ ΝΤΕΓΙΑΝΝΗΣ
ΠΟΛΕΜΙΚΟ ΝΑΥΤΙΚΟ ΚΕΝΤΡΟ ΕΦΟΔΙΑΣΜΟΥ ΝΑΥΤΙΚΟY ΔΙΕΥΘΥΝΣΗ ΕΦΟΔΙΑΣΜΟΥ ΚΡΗΤΗΣ ΤΜΗΜΑ ΠΡΟΜΗΘΕΙΩΝ Τηλ. 28210 / 82496 Φ. : 900 / 02 / 13 Σ. : 152 Σούδα : 31 Μαΐου 2013 Συνημμένα : Μία Τεχνική Προδιαγραφή ( Φ. 12
Διαβάστε περισσότεραΔιπλωματική Εργασία. Μελέτη των μηχανικών ιδιοτήτων των stents που χρησιμοποιούνται στην Ιατρική. Αντωνίου Φάνης
Διπλωματική Εργασία Μελέτη των μηχανικών ιδιοτήτων των stents που χρησιμοποιούνται στην Ιατρική Αντωνίου Φάνης Επιβλέπουσες: Θεοδώρα Παπαδοπούλου, Ομότιμη Καθηγήτρια ΕΜΠ Ζάννη-Βλαστού Ρόζα, Καθηγήτρια
Διαβάστε περισσότεραDr. D. Dinev, Department of Structural Mechanics, UACEG
Lecture 4 Material behavior: Constitutive equations Field of the game Print version Lecture on Theory of lasticity and Plasticity of Dr. D. Dinev, Department of Structural Mechanics, UACG 4.1 Contents
Διαβάστε περισσότεραChapter 7 Transformations of Stress and Strain
Chapter 7 Transformations of Stress and Strain INTRODUCTION Transformation of Plane Stress Mohr s Circle for Plane Stress Application of Mohr s Circle to 3D Analsis 90 60 60 0 0 50 90 Introduction 7-1
Διαβάστε περισσότεραΠΡΟΣΩΡΙΝΕΣ ΕΘΝΙΚΕΣ ΤΕΧΝΙΚΕΣ ΠΡΟ ΙΑΓΡΑΦΕΣ
ΕΛΛΗΝΙΚΗ ΗΜΟΚΡΑΤΙΑ Υ.ΠΕ.ΧΩ..Ε. ΠΡΟΣΩΡΙΝΕΣ ΕΘΝΙΚΕΣ ΤΕΧΝΙΚΕΣ ΠΡΟ ΙΑΓΡΑΦΕΣ ΠΕΤΕΠ 14-01-13-01 14 Επεµβάσεις (επισκευές ενισχύσεις) 01 Κατασκευές από οπλισµένο Σκυρόδεµα 13 Ενισχύσεις αποκαταστάσεις µε χαλύβδινα
Διαβάστε περισσότεραMultilayer Chip Inductor
Features -Monolithic structure for high reliability -High self-resonant frequency -Excellent solderability and high heat resistance Construction Applications -RF circuit in telecommunication and other
Διαβάστε περισσότεραKEPKYPA Â Î Û Â È KEPKYPA
KEPKYPA Â Î Û Â È KEPKYPA ISBN: 978-960-9490-06-1 Copyright: Εκδόσεις ΚΕΡΚΥΡΑ Α.Ε. Economia PUBLISHING 1η έκδοση, Νοέµβριος 2010 Ελεύθερη έµµετρη απόδοση: ηµήτρης Β. Χρυσοβιτσιώτης Εικονογράφηση: Ειρήνη
Διαβάστε περισσότεραTechnical Data for Profiles. α ( C) = 250 N/mm 2 (36,000 lb./in. 2 ) = 200 N/mm 2 (29,000 lb./in 2 ) A 5 = 10% A 10 = 8%
91 500 201 0/11 Aluminum raming Linear Motion and Assembly Technologies 1 Section : Engineering Data and Speciications Technical Data or Proiles Metric U.S. Equivalent Material designation according to
Διαβάστε περισσότεραΣυµπεριφορά µεταλλικών και σύµµικτων συστηµάτων πλάκας σε πυρκαγιά. Αριθµητική παραµετρική διερεύνηση της απλοποιηµένης µεθόδου σχεδιασµού
Συµπεριφορά µεταλλικών και σύµµικτων συστηµάτων πλάκας σε πυρκαγιά Αριθµητική παραµετρική διερεύνηση της απλοποιηµένης µεθόδου σχεδιασµού Περιεχόµενα παρουσίασης Στόχοι της Επίδραση της συνέχειας των ορίων
Διαβάστε περισσότεραSEN TRONIC AG 3-2 7 0 0 7 A 3 57 3 3 AB 93 :, C,! D 0 7 % 0 7 3 3 93 : 3 A 5 93 :
# 3-270 07A35733 AB93:,C,!D 07% 0733 93: 3A593:!"#$%% &%&''()*%'+,-. &%&''(/*%'+0. 1*23 '4# 54/%6%7%53 *323 %7 77# %%3#% 8908/"/*55 :1$;/ = 7?@ > 7= 7 %! "$!"#$%&#%'(%%)*#$%&#%'(%#++#,-."/-0-1222"/-0-1
Διαβάστε περισσότεραZLW Series. Single-stage Monoblock Centrifugal Pump ZL PUMP GROUP.,LTD
ZLW Series Single-stage Monoblock Centrifugal Pump ZL PUMP GROUP.,LTD 1 Application Apply as the transportation of liquids in the fields of air condition, heating, sanitary water, water treatment cooling,
Διαβάστε περισσότεραMechanical Behaviour of Materials Chapter 5 Plasticity Theory
Mechanical Behaviour of Materials Chapter 5 Plasticity Theory Dr.-Ing. 郭瑞昭 Yield criteria Question: For what combinations of loads will the cylinder begin to yield plastically? The criteria for deciding
Διαβάστε περισσότεραNTC Thermistor:SCK Series
Features. RoHS compliant 2. Body size Ф5mm~ Ф 30mm 3. Radial lead resin coated 4. High power rating 5. Wide resistance range 6. Cost effective 7. Operating temperature range: Φ5mm:-40~+50 Φ8~Φmm:-40~+70
Διαβάστε περισσότεραGAUGE BLOCKS. Grade 0 Tolerance for the variation in length. Limit deviation of length. ± 0.25μm. 0.14μm ±0.80μm. ± 1.90μm. ± 0.40μm. ± 1.
GAUGE BLOCKS Accuracy according to ISO650 Nominal length (mm) Limit deviation of length Grade 0 Tolerance for the variation in length Grade Grade Grade Grade 2 Limit deviations of Tolerance for the Limit
Διαβάστε περισσότεραPROFILCO UNIVERSAL SEPTEMBER
PROFILCO UNIVERSAL SEPTEMBER - 2007 PROFILCO UNIVERSAL ΜΕΘΟΔΟΙ ΕΛΕΓΧΟΥ ΠΟΙΟΤΗΤΑΣ ΠΡΟΙΟΝΤΩΝ ΔΙΕΛΑΣΗΣ ΚΑΙ ΗΛΕΚΤΡΟΣΤΑΤΙΚΗΣ ΒΑΦΗΣ Η εταιρεία μας τηρώντας το σύστημα ISO 9001, διενεργεί έλεγχο στα προϊόντα
Διαβάστε περισσότεραΑΝΤΙΣΕΙΣΜΙΚΗ ΤΕΧΝΟΛΟΓΙΑ
ΑΝΤΙΣΕΙΣΜΙΚΗ ΤΕΧΝΟΛΟΓΙΑ Eικ_3 Διερεύνηση της σεισμικής συμπεριφοράς αρχαίων κιόνων με επιστήλια, τα οποία συνδέονται με μεταλλικούς συνδέσμους, 2007. Xρηματοδότης Ε.Ε. Eικ_4 Σεισμική συμπεριφορά φέρουσας
Διαβάστε περισσότεραTEST REPORT Nο. R Έκθεση Ελέγχου α/α
- Ergates Industrial Estate, PO Box 16104, Nicosia 2086, Cyprus Tel: +357 22624090 Fax: +357 22624092 TEST REPORT Nο. R01.4222 Page 1 of 9 Σελίδα 1 από 9 Test Description περιγραφή δοκιμής/ελέγχου Client
Διαβάστε περισσότεραNTC Thermistor:SCK Series
Features. RoHS & HF compliant 2. Body size: Ф5mm ~ Ф 30mm 3. Radial lead resin coated 4. High power rating 5. Wide resistance range 6. Cost effective 7. Operating temperature range: Φ5mm:-40~+50 Φ8~Φ0mm:-40~+70
Διαβάστε περισσότεραΗ ΕΠΙΔΡΑΣΗ ΤΗΣ ΑΙΘΑΝΟΛΗΣ,ΤΗΣ ΜΕΘΑΝΟΛΗΣ ΚΑΙ ΤΟΥ ΑΙΘΥΛΟΤΡΙΤΟΤΑΓΗ ΒΟΥΤΥΛΑΙΘΕΡΑ ΣΤΙΣ ΙΔΙΟΤΗΤΕΣ ΤΗΣ ΒΕΝΖΙΝΗΣ
ΤΕΧΝΟΛΟΓΙΚΟ ΕΚΠΑΙΔΕΥΤΙΚΟ ΙΔΡΥΜΑ ΚΑΒΑΛΑΣ ΣΧΟΛΗ ΤΕΧΝΟΛΟΓΙΚΩΝ ΕΦΑΡΜΟΓΩΝ ΠΤΥΧΙΑΚΗ ΕΡΓΑΣΙΑ Η ΕΠΙΔΡΑΣΗ ΤΗΣ ΑΙΘΑΝΟΛΗΣ,ΤΗΣ ΜΕΘΑΝΟΛΗΣ ΚΑΙ ΤΟΥ ΑΙΘΥΛΟΤΡΙΤΟΤΑΓΗ ΒΟΥΤΥΛΑΙΘΕΡΑ ΣΤΙΣ ΙΔΙΟΤΗΤΕΣ ΤΗΣ ΒΕΝΖΙΝΗΣ ΟΝΟΜΑΤΕΠΩΝΥΜΟ
Διαβάστε περισσότεραDATA SHEET Surface mount NTC thermistors. BCcomponents
DATA SHEET 2322 615 1... Surface mount N thermistors Supersedes data of 17th May 1999 File under BCcomponents, BC02 2001 Mar 27 FEATURES High sensitivity High accuracy over a wide temperature range Taped
Διαβάστε περισσότεραCSR series. Thick Film Chip Resistor Current Sensing Type FEATURE PART NUMBERING SYSTEM ELECTRICAL CHARACTERISTICS
FEATURE Operating Temperature: -55 ~ +155 C 3 Watts power rating in 1 Watt size, 1225 package High purity alumina substrate for high power dissipation Long side terminations with higher power rating PART
Διαβάστε περισσότεραOther Test Constructions: Likelihood Ratio & Bayes Tests
Other Test Constructions: Likelihood Ratio & Bayes Tests Side-Note: So far we have seen a few approaches for creating tests such as Neyman-Pearson Lemma ( most powerful tests of H 0 : θ = θ 0 vs H 1 :
Διαβάστε περισσότεραIngenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, Osterholz-Scharmbeck Tel: 04791/ Fax: 04791/
Page: 10 CONTENTS Contents... 10 General Data... 10 Structural Data des... 10 erials... 10 Sections... 10 ents... 11 Supports... 11 Loads General Data... 12 LC 1 - Vollast 120 km/h 0,694 kn/qm... 12 LC,
Διαβάστε περισσότεραIngenieurbüro Frank Blasek - Beratender Ingenieur Am Kohlhof 10, Osterholz-Scharmbeck Tel: 04791/ Fax: 04791/
Page: 1 CONTENTS Contents... 1 General Data... 1 Structural Data des... 1 erials... 1 Sections... 1 ents... 2 Supports... 2 Loads General Data... 3 LC 1 - Vollast 90 km/h 0,39 kn/qm... 3 LC, LG Results
Διαβάστε περισσότεραSurface Mount Multilayer Chip Capacitors for Commodity Solutions
Surface Mount Multilayer Chip Capacitors for Commodity Solutions Below tables are test procedures and requirements unless specified in detail datasheet. 1) Visual and mechanical 2) Capacitance 3) Q/DF
Διαβάστε περισσότεραNTC Thermistor:TSM type
Features. RoHS compliant 2. EIA size 0402, 0603, 0805, 206 3. Highly reliable structure 4. -40 ~ +25 operating temperature range 5. Wide resistance range 6. Cost effective 7. Agency recognition: UL Recommended
Διαβάστε περισσότεραΔΙΠΛΩΜΑΤΙΚΗ ΕΡΓΑΣΙΑ. Τα γνωστικά επίπεδα των επαγγελματιών υγείας Στην ανοσοποίηση κατά του ιού της γρίπης Σε δομές του νομού Λάρισας
ΠΑΝΕΠΙΣΤΗΜΙΟ ΘΕΣΣΑΛΙΑΣ ΣΧΟΛΗ ΕΠΙΣΤΗΜΩΝ ΥΓΕΙΑΣ ΤΜΗΜΑ ΙΑΤΡΙΚΗΣ ΠΡΟΓΡΑΜΜΑ ΜΕΤΑΠΤΥΧΙΑΚΩΝ ΣΠΟΥΔΩΝ ΠΡΩΤΟΒΑΘΜΙΑ ΦΡΟΝΤΙΔΑ ΥΓΕΙΑΣ ΔΙΠΛΩΜΑΤΙΚΗ ΕΡΓΑΣΙΑ Τα γνωστικά επίπεδα των επαγγελματιών υγείας Στην ανοσοποίηση
Διαβάστε περισσότερα5.0 DESIGN CALCULATIONS
5.0 DESIGN CALCULATIONS Load Data Reference Drawing No. 2-87-010-80926 Foundation loading for steel chimney 1-00-281-53214 Boiler foundation plan sketch : Figure 1 Quantity Unit Dia of Stack, d 6.00 m
Διαβάστε περισσότεραStrain gauge and rosettes
Strain gauge and rosettes Introduction A strain gauge is a device which is used to measure strain (deformation) on an object subjected to forces. Strain can be measured using various types of devices classified
Διαβάστε περισσότεραIMES DISCUSSION PAPER SERIES
IMES DISCUSSION PAPER SERIES Will a Growth Miracle Reduce Debt in Japan? Selahattin mrohorolu and Nao Sudo Discussion Paper No. 2011-E-1 INSTITUTE FOR MONETARY AND ECONOMIC STUDIES BANK OF JAPAN 2-1-1
Διαβάστε περισσότεραBiodiesel quality and EN 14214:2012
3η Ενότητα: «Αγορά Βιοκαυσίμων στην Ελλάδα: Τάσεις και Προοπτικές» Biodiesel quality and EN 14214:2012 Dr. Hendrik Stein Pilot Plant Manager, ASG Analytik Content Introduction Development of the Biodiesel
Διαβάστε περισσότεραTransient Voltage Suppression Diodes: 1.5KE Series Axial Leaded Type 1500 W
Features 1. Reliable low cost construction utilizing molded plastic technique 2. Both bi-directional and uni-directional devices are available 3. Fast response time 4. Excellent clamping capacity 5. 1500
Διαβάστε περισσότεραΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΚΥΠΡΟΥ ΣΧΟΛΗ ΕΠΙΣΤΗΜΩΝ ΥΓΕΙΑΣ
ΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΚΥΠΡΟΥ ΣΧΟΛΗ ΕΠΙΣΤΗΜΩΝ ΥΓΕΙΑΣ Πτυχιακή Εργασία "Η ΣΗΜΑΝΤΙΚΟΤΗΤΑ ΤΟΥ ΜΗΤΡΙΚΟΥ ΘΗΛΑΣΜΟΥ ΣΤΗ ΠΡΟΛΗΨΗ ΤΗΣ ΠΑΙΔΙΚΗΣ ΠΑΧΥΣΑΡΚΙΑΣ" Ειρήνη Σωτηρίου Λεμεσός 2014 ΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ
Διαβάστε περισσότερα(Mechanical Properties)
109101 Engineering Materials (Mechanical Properties-I) 1 (Mechanical Properties) Sheet Metal Drawing / (- Deformation) () 3 Force -Elastic deformation -Plastic deformation -Fracture Fracture 4 Mode of
Διαβάστε περισσότεραSupplementary Materials for. Kinetic and Computational Studies on Pd(I) Dimer- Mediated Halogen Exchange of Aryl Iodides
Supplementary Materials for Kinetic and Computational Studies on Pd(I) Dimer- Mediated Halogen Exchange of Aryl Iodides Indrek Kalvet, a Karl J. Bonney, a and Franziska Schoenebeck a * a Institute of Organic
Διαβάστε περισσότεραDaewoo Technopark A-403, Dodang-dong, Wonmi-gu, Bucheon-city, Gyeonggido, Korea LM-80 Test Report
LM-80 Test Report Approved Method: Measuring Lumen Maintenance of LED Light Sources Project Number: KILT1212-U00216 Date: September 17 th, 2013 Requested by: Dongbu LED Co., Ltd 90-1, Bongmyeong-Ri, Namsa-Myeon,
Διαβάστε περισσότεραΟδηγίες Εγγραφής στις Εξετάσεις για Ανεξάρτητους Υποψηφίους
Οδηγίες Εγγραφής στις Εξετάσεις για Ανεξάρτητους Υποψηφίους Ιανουάριος 2017 Έκδοση 4.1 Απρίλιος 2018 Έκδοση 04.2 PeopleCert Certifying Professionals E-mail: info@peoplecert.org, www.peoplecert.org Copyright
Διαβάστε περισσότεραNTC Thermistor:TTC3 Series
Features. RoHS compliant 2. Halogen-Free(HF) series are available 3. Body size: Ф3mm 4. Radial lead resin coated 5. Operating temperature range: -40 ~+25 6. Wide resistance range 7. Cost effective 8. Agency
Διαβάστε περισσότεραTransient Voltage Suppressor
Transient Suppressor Features Glass passivated junction Low incremental surge resistance, excellent clamping capability Underwriters Laboratory Recognition under UL standard for safety 497B: Isolated Loop
Διαβάστε περισσότεραΕΚ ΟΣΕΙΣ ΠΑΠΑ ΟΠΟΥΛΟΣ
ΚΕΙΜΕΝΟ: JANNE TORISEVA ΕΙΚΟΝΟΓΡΑΦΗΣΗ: MAREC FRITZINGER ΤΟ ΒΑΣΙΛΕΙΟ ΜΟΥ ΓΙΑ ΕΝΑΝ ΧΑΡΤΑΕΤΟ Ο ΒΑΣΙΛΙΑΣ ΓΟΥΡΟΥΝΑΚΗΣ ΕΝ ΗΤΑΝ Ο ΕΑΥΤΟΣ ΤΟΥ. εν έκανε καλό ύπνο εδώ και πολλές εβδομάδες και δεν είχε τη δύναμη
Διαβάστε περισσότεραThis is an electronic reprint of the original article. This reprint may differ from the original in pagination and typographic detail.
This is an electronic reprint of the original article. This reprint may differ from the original in pagination and typographic detail. Author(s): Chasandra, Mary; Tsiaousi, Louisa; Zisi, Vasiliki; Karatzaferi,
Διαβάστε περισσότεραHOMEWORK 4 = G. In order to plot the stress versus the stretch we define a normalized stretch:
HOMEWORK 4 Problem a For the fast loading case, we want to derive the relationship between P zz and λ z. We know that the nominal stress is expressed as: P zz = ψ λ z where λ z = λ λ z. Therefore, applying
Διαβάστε περισσότεραAluminum Electrolytic Capacitors (Large Can Type)
Aluminum Electrolytic Capacitors (Large Can Type) Snap-In, 85 C TS-U ECE-S (U) Series: TS-U Features General purpose Wide CV value range (33 ~ 47,000 µf/16 4V) Various case sizes Top vent construction
Διαβάστε περισσότεραType 947D Polypropylene, High Energy Density, DC Link Capacitors
Type 947D series uses the most advanced metallized film technology for long life and high reliability in DC Link applications. This series combines high capacitance and very high ripple current capability
Διαβάστε περισσότεραDuPont Suva. DuPont. Thermodynamic Properties of. Refrigerant (R-410A) Technical Information. refrigerants T-410A ENG
Technical Information T-410A ENG DuPont Suva refrigerants Thermodynamic Properties of DuPont Suva 410A Refrigerant (R-410A) The DuPont Oval Logo, The miracles of science, and Suva, are trademarks or registered
Διαβάστε περισσότεραFERRITES FERRITES' NOTES RAW MATERIAL SPECIFICATION (RMS)
FERRITES' NOTES RW MTERIL SPEIFITION (RMS) Property Unit Pratical Frequency Range MHz Initial Permeability urie Temperature Specific Gravity g/cm 3 Loss Factor @ FREQUENY -6 MHz Temp. oef. of Initial Permeability
Διαβάστε περισσότεραSMBJ SERIES. SMBG Plastic-Encapsulate Diodes. Transient Voltage Suppressor Diodes. Peak pulse current I PPM A with a 10/1000us waveform See Next Table
SMBJ SERIES SMBG Plastic-Encapsulate Diodes HD BK 7 Transient Suppressor Diodes Features P PP 6W V RWM 5.V- 44V Glass passivated chip Applications Clamping Marking SMBJ XXCA/XXA/XX XX : From 5. To 44 SMBG
Διαβάστε περισσότεραThin Film Chip Resistors
FETURES PRECISE TOLERNCE ND TEMPERTURE COEFFICIENT EI STNDRD CSE SIZES (0201 ~ 2512) LOW NOISE, THIN FILM (NiCr) CONSTRUCTION REFLOW SOLDERLE (Pb FREE TERMINTION FINISH) Type EI Size Power Rating at 70
Διαβάστε περισσότεραΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΚΥΠΡΟΥ ΣΧΟΛΗ ΕΠΙΣΤΗΜΩΝ ΥΓΕΙΑΣ. Πτυχιακή εργασία ΑΓΧΟΣ ΚΑΙ ΚΑΤΑΘΛΙΨΗ ΣΕ ΓΥΝΑΙΚΕΣ ΜΕ ΚΑΡΚΙΝΟΥ ΤΟΥ ΜΑΣΤΟΥ ΜΕΤΑ ΑΠΟ ΜΑΣΤΕΚΤΟΜΗ
ΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΚΥΠΡΟΥ ΣΧΟΛΗ ΕΠΙΣΤΗΜΩΝ ΥΓΕΙΑΣ Πτυχιακή εργασία ΑΓΧΟΣ ΚΑΙ ΚΑΤΑΘΛΙΨΗ ΣΕ ΓΥΝΑΙΚΕΣ ΜΕ ΚΑΡΚΙΝΟΥ ΤΟΥ ΜΑΣΤΟΥ ΜΕΤΑ ΑΠΟ ΜΑΣΤΕΚΤΟΜΗ ΧΡΥΣΟΒΑΛΑΝΤΗΣ ΒΑΣΙΛΕΙΟΥ ΛΕΜΕΣΟΣ 2014 ΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ
Διαβάστε περισσότεραΠΟΙΟΝ ΑΓΑΠΑΣ ΓΙΑ ΠΑΝΤΑ ΑΥΤΗ ΤΗ ΦΟΡΑ;
π. ΠΑΥΛΟΣ ΓΡΗΓΟΡΙΟΥ ΠΟΙΟΝ ΑΓΑΠΑΣ ΓΙΑ ΠΑΝΤΑ ΑΥΤΗ ΤΗ ΦΟΡΑ; Ποιητική Συλλογή ΑΚΑΚΙΑ 2011 Copyright Fr Pavlos Grigoriou 2011 Published in England by Akakia Publications, 2011 AKAKIA Publications St Peters
Διαβάστε περισσότεραCMPTER SMA CONNECTORS. ... A Vital Part of Connection World
... A Vital Part of Connection World Receptacles With Accepts Pin Receptacles Metal Through The Wall Receptacles Insulator Through The wall Receptacles Air ine Through The wall Receptacles With Tap Receptacles
Διαβάστε περισσότεραMacromechanics of a Laminate. Textbook: Mechanics of Composite Materials Author: Autar Kaw
Macromechanics of a Laminate Tetboo: Mechanics of Composite Materials Author: Autar Kaw Figure 4.1 Fiber Direction θ z CHAPTER OJECTIVES Understand the code for laminate stacing sequence Develop relationships
Διαβάστε περισσότεραDuPont Suva 95 Refrigerant
Technical Information T-95 ENG DuPont Suva refrigerants Thermodynamic Properties of DuPont Suva 95 Refrigerant (R-508B) The DuPont Oval Logo, The miracles of science, and Suva, are trademarks or registered
Διαβάστε περισσότεραΜΕΤΑΛΛΙΚΑ ΥΠΟΣΤΥΛΩΜΑΤΑ ΥΠΟ ΘΛΙΨΗ ΚΑΙ ΚΑΜΨΗ
ΕΘΝΙΚΟ ΜΕΤΣΟΒΙΟ ΠΟΛΥΤΕΧΝΕΙΟ ΤΜΗΜΑ ΠΟΛΙΤΙΚΩΝ ΜΗΧΑΝΙΚΩΝ ΤΟΜΕΑΣ ΟΜΟΣΤΑΤΙΚΗΣ ΕΡΓΑΣΤΗΡΙΟ ΜΕΤΑΛΛΙΚΩΝ ΚΑΤΑΣΚΕΥΩΝ ΜΕΤΑΛΛΙΚΑ ΥΠΟΣΤΥΛΩΜΑΤΑ ΥΠΟ ΘΛΙΨΗ ΚΑΙ ΚΑΜΨΗ ΣΥΓΚΡΙΣΗ ΑΝΑΛΥΤΙΚΩΝ ΛΥΣΕΩΝ ΚΑΝΟΝΙΣΤΙΚΩΝ ΙΑΤΑΞΕΩΝ ΚΑΙ
Διαβάστε περισσότεραAluminum Electrolytic Capacitors
Aluminum Electrolytic Capacitors Snap-In, Mini., 105 C, High Ripple APS TS-NH ECE-S (G) Series: TS-NH Features Long life: 105 C 2,000 hours; high ripple current handling ability Wide CV value range (47
Διαβάστε περισσότεραMath 6 SL Probability Distributions Practice Test Mark Scheme
Math 6 SL Probability Distributions Practice Test Mark Scheme. (a) Note: Award A for vertical line to right of mean, A for shading to right of their vertical line. AA N (b) evidence of recognizing symmetry
Διαβάστε περισσότεραΜειέηε, θαηαζθεπή θαη πξνζνκνίσζε ηεο ιεηηνπξγίαο κηθξήο αλεκνγελλήηξηαο αμνληθήο ξνήο ΓΗΠΛΩΜΑΣΗΚΖ ΔΡΓΑΗΑ
Μειέηε, θαηαζθεπή θαη πξνζνκνίσζε ηεο ιεηηνπξγίαο κηθξήο αλεκνγελλήηξηαο αμνληθήο ξνήο ΓΗΠΛΩΜΑΣΗΚΖ ΔΡΓΑΗΑ Κνηζακπφπνπινο Υ. Παλαγηψηεο Δπηβιέπσλ: Νηθφιανο Υαηδεαξγπξίνπ Καζεγεηήο Δ.Μ.Π Αζήλα, Μάξηηνο 2010
Διαβάστε περισσότερα«ΑΓΡΟΤΟΥΡΙΣΜΟΣ ΚΑΙ ΤΟΠΙΚΗ ΑΝΑΠΤΥΞΗ: Ο ΡΟΛΟΣ ΤΩΝ ΝΕΩΝ ΤΕΧΝΟΛΟΓΙΩΝ ΣΤΗΝ ΠΡΟΩΘΗΣΗ ΤΩΝ ΓΥΝΑΙΚΕΙΩΝ ΣΥΝΕΤΑΙΡΙΣΜΩΝ»
I ΑΡΙΣΤΟΤΕΛΕΙΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΘΕΣΣΑΛΟΝΙΚΗΣ ΣΧΟΛΗ ΝΟΜΙΚΩΝ ΟΙΚΟΝΟΜΙΚΩΝ ΚΑΙ ΠΟΛΙΤΙΚΩΝ ΕΠΙΣΤΗΜΩΝ ΤΜΗΜΑ ΟΙΚΟΝΟΜΙΚΩΝ ΕΠΙΣΤΗΜΩΝ ΠΡΟΓΡΑΜΜΑ ΜΕΤΑΠΤΥΧΙΑΚΩΝ ΣΠΟΥΔΩΝ ΣΤΗΝ «ΔΙΟΙΚΗΣΗ ΚΑΙ ΟΙΚΟΝΟΜΙΑ» ΚΑΤΕΥΘΥΝΣΗ: ΟΙΚΟΝΟΜΙΚΗ
Διαβάστε περισσότεραASME PTB Example E E4.3.5 BPVC VIII
Table of contents Table of contents... 1 Comparison Overview *... 2 4.3 Internal Design Pressure... 3 Example E4.3.1 - Cylindrical Shell... 3 E4.3.1 - LV Calculation *... 4 4.3.2 Example E4.3.2 - Conical
Διαβάστε περισσότεραΕ Κ Θ Ε Σ Η Δ Ο Κ Ι Μ Ω Ν
Αριθμός έκθεζης δοκιμών / Test report number Σειριακός αριθμός οργάνοσ / Instrument serial No T Πελάηης / Customer TOTAL Q Επγαζηήπια Διακπιβώζεων A.E. Κοπγιαλενίος 20, Τ.Κ. 11526 Αθήνα 20 Korgialeniou
Διαβάστε περισσότεραΤΕΧΝΟΛΟΓΙΚΟ ΕΚΠΑΙ ΕΥΤΙΚΟ Ι ΡΥΜΑ ΚΡΗΤΗΣ ΣΧΟΛΗ ΙΟΙΚΗΣΗΣ ΚΑΙ ΟΙΚΟΝΟΜΙΑΣ ΤΜΗΜΑ ΙΟΙΚΗΣΗΣ ΕΠΙΧΕΙΡΗΣΕΩΝ ΠΤΥΧΙΑΚΗ ΕΡΓΑΣΙΑ
ΤΕΧΝΟΛΟΓΙΚΟ ΕΚΠΑΙ ΕΥΤΙΚΟ Ι ΡΥΜΑ ΚΡΗΤΗΣ ΣΧΟΛΗ ΙΟΙΚΗΣΗΣ ΚΑΙ ΟΙΚΟΝΟΜΙΑΣ ΤΜΗΜΑ ΙΟΙΚΗΣΗΣ ΕΠΙΧΕΙΡΗΣΕΩΝ ΠΤΥΧΙΑΚΗ ΕΡΓΑΣΙΑ Το franchising ( δικαιόχρηση ) ως µέθοδος ανάπτυξης των επιχειρήσεων λιανικού εµπορίου
Διαβάστε περισσότεραΑΡΙΣΤΟΤΕΛΕΙΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΘΕΣΣΑΛΟΝΙΚΗΣ
ΑΡΙΣΤΟΤΕΛΕΙΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΘΕΣΣΑΛΟΝΙΚΗΣ ΤΜΗΜΑ ΗΛΕΚΤΡΟΛΟΓΩΝ ΜΗΧΑΝΙΚΩΝ & ΜΗΧΑΝΙΚΩΝ ΥΠΟΛΟΓΙΣΤΩΝ ΤΟΜΕΑΣ ΗΛΕΚΤΡΟΝΙΚΗΣ ΜΕΛΕΤΗ ΚΑΙ ΚΑΤΑΣΚΕΥΗ ΙΑΤΑΞΗΣ ΜΕΤΡΗΣΗΣ ΘΕΡΜΟΧΩΡΗΤΙΚΟΤΗΤΑΣ ΣΕ ΜΑΓΝΗΤΙΚΟ ΠΕ ΙΟ ΓΙΑ ΧΑΡΑΚΤΗΡΙΣΜΟ
Διαβάστε περισσότεραNPI Unshielded Power Inductors
FEATURES NON-SHIELDED MAGNETIC CIRCUIT DESIGN SMALL SIZE WITH CURRENT RATINGS TO 16.5 AMPS SURFACE MOUNTABLE CONSTRUCTION TAKES UP LESS PCB REAL ESTATE AND SAVES MORE POWER TAPED AND REELED FOR AUTOMATIC
Διαβάστε περισσότερα1000 VDC 1250 VDC 125 VAC 250 VAC J K 125 VAC, 250 VAC
Metallized Polyester Film Capacitor Type: ECQE(F) Non-inductive construction using metallized Polyester film with flame retardant epoxy resin coating Features Self-healing property Excellent electrical
Διαβάστε περισσότεραΠΕΤΕΠ 09-03-03-00 ΠΡΟΣΩΡΙΝΕΣ ΕΘΝΙΚΕΣ ΤΕΧΝΙΚΕΣ ΠΡΟ ΙΑΓΡΑΦΕΣ Υ.ΠΕ.ΧΩ..Ε.
ΕΛΛΗΝΙΚΗ ΗΜΟΚΡΑΤΙΑ Υ.ΠΕ.ΧΩ..Ε. ΠΡΟΣΩΡΙΝΕΣ ΕΘΝΙΚΕΣ ΤΕΧΝΙΚΕΣ ΠΡΟ ΙΑΓΡΑΦΕΣ ΠΕΤΕΠ 09-03-03-00 09 Λιµενικά και Λοιπά Θαλάσσια Έργα 03 Εργασίες Βελτίωσης Πυθµένα 03 Υποθαλάσσια ιάστρωση Γεωϋφασµάτων 00 - Έκδοση
Διαβάστε περισσότεραΚάθε γνήσιο αντίγραφο φέρει υπογραφή του συγγραφέα. / Each genuine copy is signed by the author.
Κάθε γνήσιο αντίγραφο φέρει υπογραφή του συγγραφέα. / Each genuine copy is signed by the author. 2012, Γεράσιμος Χρ. Σιάσος / Gerasimos Siasos, All rights reserved. Στοιχεία επικοινωνίας συγγραφέα / Author
Διαβάστε περισσότεραAssalamu `alaikum wr. wb.
LUMP SUM Assalamu `alaikum wr. wb. LUMP SUM Wassalamu alaikum wr. wb. Assalamu `alaikum wr. wb. LUMP SUM Wassalamu alaikum wr. wb. LUMP SUM Lump sum lump sum lump sum. lump sum fixed price lump sum lump
Διαβάστε περισσότεραC4C-C4H-C4G-C4M MKP Series AXIAL CAPACITORS PCB APPLICATIONS
C4C-C4H-C4G-C4M AXIAL CAPACITORS PCB APPLICATIONS General characteristics - Self-Healing - Low losses - High ripple current - High contact reliability - Suitable for high frequency applications 40 ±5 L
Διαβάστε περισσότεραΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΚΥΠΡΟΥ ΣΧΟΛΗ ΜΗΧΑΝΙΚΗΣ ΚΑΙ ΤΕΧΝΟΛΟΓΙΑΣ. Πτυχιακή εργασία ΟΛΙΣΘΗΡΟΤΗΤΑ ΚΑΙ ΜΑΚΡΟΥΦΗ ΤΩΝ ΟΔΟΔΤΡΩΜΑΤΩΝ ΚΥΚΛΟΦΟΡΙΑΣ
ΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΚΥΠΡΟΥ ΣΧΟΛΗ ΜΗΧΑΝΙΚΗΣ ΚΑΙ ΤΕΧΝΟΛΟΓΙΑΣ Πτυχιακή εργασία ΟΛΙΣΘΗΡΟΤΗΤΑ ΚΑΙ ΜΑΚΡΟΥΦΗ ΤΩΝ ΟΔΟΔΤΡΩΜΑΤΩΝ ΚΥΚΛΟΦΟΡΙΑΣ Χριστοδούλου Αντρέας Λεμεσός 2014 2 ΤΕΧΝΟΛΟΓΙΚΟ ΠΑΝΕΠΙΣΤΗΜΙΟ ΚΥΠΡΟΥ
Διαβάστε περισσότεραΠνεσμαηικά Γικαιώμαηα 2006 Ίδρσμα ECDL (ECDL Foundation - www.ecdl.org)
Έθδνζε 1.5 PEOPLECERT Hellas A.E - Φορέας Πιζηοποίηζης Ανθρώπινοσ Γσναμικού Κνξαή 3, 105 64 Αζήλα, Τει.: 210 372 9100, Fax: 210 372 9101, e-mail: info@peoplecert.org, www.peoplecert.org Πνεσμαηικά Γικαιώμαηα
Διαβάστε περισσότεραυγεία των νοσηλευτών που συστηματικά εμπλέκονται στην παρασκευή και χορήγηση τους.
ΠΕΡΙΛΗΨΗ Εισαγωγή: Τα χημειοθεραπευτικά φάρμακα έχουν αποδειχθεί οτι θέτουν σε κίνδυνο την υγεία των νοσηλευτών που συστηματικά εμπλέκονται στην παρασκευή και χορήγηση τους. Σκοπός: Σκοπός της παρούσας
Διαβάστε περισσότερα1 1 1 2 1 2 2 1 43 123 5 122 3 1 312 1 1 122 1 1 1 1 6 1 7 1 6 1 7 1 3 4 2 312 43 4 3 3 1 1 4 1 1 52 122 54 124 8 1 3 1 1 1 1 1 152 1 1 1 1 1 1 152 1 5 1 152 152 1 1 3 9 1 159 9 13 4 5 1 122 1 4 122 5
Διαβάστε περισσότεραData sheet Thick Film Chip Resistor 5% - RS Series 0201/0402/0603/0805/1206
Data sheet Thick Film Chip Resistor 5% - RS Series 0201/0402/0603/0805/1206 Scope -This specification applies to all sizes of rectangular-type fixed chip resistors with Ruthenium-base as material. Features
Διαβάστε περισσότεραTechnical Information Efficiency and Derating SUNNY BOY / SUNNY TRIPOWER / SUNNY MINI CENTRAL
Technical Information Efficiency and Derating SUNNY BOY / SUNNY TRIPOWER / SUNNY MINI CENTRAL WirkungDerat-TI-en-40 Version 4.0 ENGLISH Legal Provisions SMA Solar Technology AG Legal Provisions The information
Διαβάστε περισσότεραVersion: 1.0 Page: 1/15 TYPE: HYDRO SUPERIOR MRL HYDRAULIC LIFTS. Date: Range of Application
Page: 1/15 Range of Application Page: 2/15 Contents 3D LAYOUT... 3 TECHNICAL SPECIFICATION... 4 HYDRO SUPERIOR - LAYOUT ARRANGEMENT:... 5 SINGLE ENTRANCE GUIDE RAILS AT THE SIDE... 5... 5 SINGLE ENTRANCE
Διαβάστε περισσότεραSection 1: Listening and responding. Presenter: Niki Farfara MGTAV VCE Seminar 7 August 2016
Section 1: Listening and responding Presenter: Niki Farfara MGTAV VCE Seminar 7 August 2016 Section 1: Listening and responding Section 1: Listening and Responding/ Aκουστική εξέταση Στο πρώτο μέρος της
Διαβάστε περισσότεραDETERMINATION OF DYNAMIC CHARACTERISTICS OF A 2DOF SYSTEM. by Zoran VARGA, Ms.C.E.
DETERMINATION OF DYNAMIC CHARACTERISTICS OF A 2DOF SYSTEM by Zoran VARGA, Ms.C.E. Euro-Apex B.V. 1990-2012 All Rights Reserved. The 2 DOF System Symbols m 1 =3m [kg] m 2 =8m m=10 [kg] l=2 [m] E=210000
Διαβάστε περισσότεραHIS series. Signal Inductor Multilayer Ceramic Type FEATURE PART NUMBERING SYSTEM DIMENSIONS HIS R12 (1) (2) (3) (4)
FEATURE High Self Resonant Frequency Superior temperature stability Monolithic structure for high reliability Applications: RF circuit in telecommunication PART NUMBERING SYSTEM HIS 160808 - R12 (1) (2)
Διαβάστε περισσότεραMnZn. MnZn Ferrites with Low Loss and High Flux Density for Power Supply Transformer. Abstract:
MnZn JFE No. 8 5 6 p. 32 37 MnZn Ferrites with Low Loss and High Flux Density for Power Supply Transformer FUJITA Akira JFE Ph. D. FUKUDA Yutaka JFE NISHIZAWA Keitarou JFE TOGAWA Jirou MnZn Fe2O3 1 C NiO
Διαβάστε περισσότεραShenzhen Lys Technology Co., Ltd
Carbide drawing dies Properties of grade Grade Density TRS Average Grain size Hardness (HRA) (g/cm3) (MPa) (ųm) YL01 15.25 93.5 3300 0.8 YL10.2 14.5 92.0 4000 0.8 YG6 14.95 90 2400 1.6 YG6X 14.95 91.5
Διαβάστε περισσότεραMultilayer Ceramic Chip Capacitors
FEATURES X7R, X6S, X5R AND Y5V DIELECTRICS HIGH CAPACITANCE DENSITY ULTRA LOW ESR & ESL EXCELLENT MECHANICAL STRENGTH NICKEL BARRIER TERMINATIONS RoHS COMPLIANT SAC SOLDER COMPATIBLE* PART NUMBER SYSTEM
Διαβάστε περισσότεραΠΕΡΙΕΧΟΜΕΝΑ. Κεφάλαιο 1: Κεφάλαιο 2: Κεφάλαιο 3:
4 Πρόλογος Η παρούσα διπλωµατική εργασία µε τίτλο «ιερεύνηση χωρικής κατανοµής µετεωρολογικών µεταβλητών. Εφαρµογή στον ελληνικό χώρο», ανατέθηκε από το ιεπιστηµονικό ιατµηµατικό Πρόγραµµα Μεταπτυχιακών
Διαβάστε περισσότερα4.6 Autoregressive Moving Average Model ARMA(1,1)
84 CHAPTER 4. STATIONARY TS MODELS 4.6 Autoregressive Moving Average Model ARMA(,) This section is an introduction to a wide class of models ARMA(p,q) which we will consider in more detail later in this
Διαβάστε περισσότερα