Kul Finite element method I, Exercise 07/2016
|
|
- Ολυμπία Βασιλείου
- 5 χρόνια πριν
- Προβολές:
Transcript
1 Kul Finite element metod I, Eercise 07/016 Demo problems y 1. Determine stress components at te midpo of element sown if u y = a and te oter nodal displacements are zeros. e approimations to te displacement components uv, are bi-linear. e material parameters E, ν and tickness t are constants. Use te strain-displacement and stress-strain relationsip of linearly elastic isotropic material and assume plane-stress conditions nswer ν a E yy = 1 1 ν (1 ν ) / y. e kinematic assumptions of Bernoulli beam model are u = u( ) zw ( ), u y = 0 and uz = w ( ). e kinetic assumptions are yy = zz = 0. Derive te epressions of te normal force N( ), bending moment M( ), and sear force Q ( ) by using definitions N = d, M = zd and Q = zd, in wic te egrals are over te cross-section. Moments of te cross-section are = 1d, S = zd, and I = z d. Use te stress-strain and strain-displacement relationsips of a omogeneous, isotropic and linearly elastic material. nswer N = Eu ESw M = ESu EIw Q = 0 3. e kinematic assumptions of imosenko (z-plane) beam model are u = u ( ) + zθ ( ), u y = 0 and uz = w ( ). e kinetic assumptions concerning stress are yy = zz = 0. Derive te epressions of te engineering strain and stress components of te model starting from te generic epressions 1 ν ν γy y 1 yy ν 1 ν 1 = yy E, yz = yz, ν ν 1 G zz zz γz z u, yy = uy, y u zz z, z and γ y u, y + uy, yz = uy, z + uz, y γ u + u z z,, z nswer = u + zθ γz = w + θ = Eu ( + zθ ) z = Gw ( + θ)
2 e demo problems are publised in te course omepage on Fridays. e problems are related to te topic of te n weeks lecture (ue all K1 15). Solutions to te problems are eplained in te weekly eercise sessions (u all K3 118) and will also be available in te ome page of te course. Please, notice tat te problems of te midterms and te final eam are of tis type.
3 y Determine stress components at te midpo of element sown if u y = a and te oter nodal displacements are zeros. e approimations to te displacement components uv, are bi-linear. e material parameters E, ν and tickness t are constants. Use te strain-displacement and stress-strain relationsip of linearly elastic isotropic material and assume plane-stress conditions. Solution Under te plane-stress condition, te stress-strain and strain-displacement relationsips of isotropic linearly elastic material are 1 ν 0 E yy ν 1 0 = yy 1 ν 0 0 (1 ν ) / y γy u, yy = uy, y γ y u, y + uy,. e material parameters are Young s modulus E and Poisson s ratio ν. e relationsips can be used to calculate stress out of te given displacement obtained e.g. from displacement analysis of a structure. Element approimation of te present case simplifies to (sape functions can be deduced from te figure) u (1 / )(1 y/ ) 0 ( / )(1 y/ ) 0 = = 0 (1 / )( y/ ) 0 ( / )( y/ ) 0 and u y (1 / )(1 y/ ) 0 ( / )(1 y/ ) a y = = (1 )a (1 / )( y/ ) 0 ( / )( y/ ) 0 u, = 0 u y, = 0 u, y = 1 y (1 )a u, yy 1 = a. Strain components follow from te strain-displacement relationsip u, 0 a yy = uy, y = / γ 1 y/ y u, y u + y, Stress components follow from te stress-strain relationsip.
4 ν ν E a a E yy ν 1 0 = / =. 1 ν 1 ν 0 0 (1 ν ) / 1 y/ y 1 ν y (1 ) Evaluation at te midpo ( y, ) = (, )/ gives ν a E yy = 1. 1 ν (1 ν ) / y
5 e kinematic assumptions of Bernoulli beam model are u = u( ) zw ( ), u y = 0 and uz = w ( ). e kinetic assumptions are = = 0. Derive te epressions of te normal force N( ), yy bending moment M( ), and sear force Q ( ) by using definitions N = d, M = zd and Q = zd, zz in wic te egrals are over te cross-section. Moments of te cross-section are = 1d, S = zd, and I = z d. Use te stress-strain and strain-displacement relationsips of a omogeneous, isotropic and linearly elastic material. Solution Virtual work epression, stress resultant epression etc. of an engineering model follow from te kinematic and kinetic assumptions and generic epression of linear elasticity teory. e kinematic assumptions of (te planar) Bernoulli beam model u = u( ) zw ( ), u y = 0 and uz = w ( ) mean tat te cross-sections move as rigid bodies in deformation. lso, cross-sections perpendicular to te ais remain perpendicular to te ais in deformation. e kinetic assumptions of te model are yy = zz = 0. Kinematic assumptions are used to simplify te generic strain-displacement relationsip u, u ( ) zw ( ) yy = uy, y = 0 u 0 zz z, z γ y u, y + uy, yz = uy, z + uz, y = 0+ 0 = 0 γ u u w ( ) w ( ) 0 + z z,, z = u ( ) zw ( ) (just one non-zero component!). Kinetic assumptions are used to simplify te strain-stress (or stress-strain) relationsip. 1 ν ν yy ν 1 ν = 0 = ν E E ν ν 1 0 ν zz 0 y 1 0 = yz G 0 z 1 = = E = E[ u ( ) zw ( )] z = z = 0. E
6 Constitutive equations of te beam model for te stress resultants follow from te definitions, N = [ ( ) ( )] ( ) ( ) d = E u zw d = Eu Sw, M = [ ( ) ( )] ( ) ( ) zd = E u zw zd = ESu EIw Q = zd = 0, (NO RIGH!) in wic = 1d, S = zd, and I = z d. ctually, te sear force Q of te Bernoulli beam model cannot be identically zero as equilibrium requires e.g. tat M Q = 0 in z plane bending. NOICE HIS. In an engineering model, te idea is to simplify te generic virtual work density epression δ y δγ y V = yy yy yz yz δ w δ δγ δ δγ zz zz z z consisting of work-conjugate pairs of strain and stress components. s te options, one may assume tat a stress component is zero or te corresponding strain component is zero (to be more precise: a quantity wose variation vanises). Stress-strain relationsip is not (directly) applicable to te stress components wose work conjugate strains vanis due to te kinematic assumptions of an engineering model. typical eample is te sear force Q of te Bernoulli beam model tat follows from te equilibrium equations.
7 e kinematic assumptions of imosenko (z-plane) beam model are u = u ( ) + zθ ( ), u y = 0 and uz = w ( ). e kinetic assumptions concerning stress are yy = zz = 0. Derive te epressions of te engineering strain and Caucy stress components of te model starting from te generic epressions 1 ν ν γy y 1 yy ν 1 ν 1 = yy E, yz = yz, ν ν 1 G zz zz γz z u, yy = uy, y u zz z, z and γ y u, y + uy, yz = uy, z + uz, y γ u + u z z,, z Solution Virtual work epression, stress resultant epression etc. of an engineering model follow from te kinematic and kinetic assumptions of te model.e kinematic assumptions of (te planar) imosenko beam model u = u ( ) + zθ ( ), u y = 0 and uz = w ( ) mean tat te cross-sections move as rigid bodies in deformation. e kinetic assumptions of te model are yy = zz = 0. Kinematic assumptions are used to simplify te generic strain-displacement relationsip u, u ( ) + zθ ( ) yy = uy, y = 0 u 0 zz z, z γ y u, y + uy, 0+ 0 yz = uy, z + uz, y = 0+ 0 γ u u w ( ) + θ ( ) + z z,, z = u ( ) + zθ ( ) γz = w ( ) + θ( ) (two non-zero components!). Kinetic assumptions are used to simplify te strain-stress (or stress-strain) relationsip. 1 ν ν yy ν 1 ν = 0 = ν E E ν ν 1 0 ν zz γy y 1 yz = yz G γz z γ z 1 = = E = Eu [ ( ) + zθ ( )] and E 1 = z z = Gw [ ( ) + θ( )]. G
8 e sear stress (and stress resultant Q ) of te imosenko beam model follows from a constitutive equation.
9 Kul Finite element metod I; Formulae collection GENERL i ix iy iz I I j jx jy j = Z J = i j k J k kx ky k Z K K Coordinate systems: { } X 1 i = Y Z Strain-stress: 1 ν ν 1 yy ν 1 ν = yy E ν ν 1 zz zz γy y 1 yz = yz G γz z E G = (1 + ν ) or 1 ν ν ν E yy ν 1 ν ν = yy [ E] yy (1 ν)(1 ν) + ν ν 1 ν zz zz zz y γy yz = G yz γ z z 1 ν 0 E [ E] = ν ν 0 0 (1 ν ) / 1 ν ν 0 E [ E] = ν 1 ν 0 (1 + ν)(1 ν) 0 0 (1 ν ) / Strain-displacement: u, yy = uy, y u zz z, z γ y u, y + uy, yz = uy, z + uz, y γ u + u z z,, z ELEMEN CONRIBUION (constant load) Bar (aial): F E 1 1 u f = F u 1 E a1 = R ii ii f i, in wic R ii ii a i X 1 i = Y Z Bar (torsion): M GI 1 1 θ m 1 = rr 1 M θ Beam (z): Fz uz 1 6 M y1 EI yy y1 z θ f = F 3 z uz 1 6 M y y θ
10 FX ux1 FX Po loads: F Y = uy1 F Y F Z u Z1 F Z PRINCIPLE OF VIRUL WORK MX θ X1 MX M Y = θy1 M Y M M θ Z1 Z1 Z e δw = δw + δw δw = δw = 0 δa δw = δwdω e E Ω Bar: δw = δu Eu,, δw = δuf Bar (torsion): δ w = δφ GI φ δ w = δφm, rr, Beam (z): Beam (y): δw = δ w EI w δw = δwf z, yy, δw = δ v, EIzzv, δw = δvf y Beam (Bernoulli): S, z Sy u, δu δ w = δ v E S I I v δφ GI φ w, S w δ y Iyz Iyy,, z zz zy,, rr, δu f δφ Sy fy + Sz fz δw = δv fy+ δw, Sy f w f v δ δ S f Plane-stress (y): z, z z δu, u, δw = δv, y te [ ] v, y δu, y + δv, u, y + v, δ w δ u f = δ v f y Plane-strain (y): δu, u, δw = δv, y te [ ] v, y δu, y + δv, u, y + v, δ w δ u f = δ v f y Kircoff-plate (y):
11 δ w, w 3, t δw = δw, yy [ E] w, yy 1 δ w, y w, y Reissner-Mindlin plate (y): δw = δwf z δθ, θ 3, t δ w, y δφ w, y φ δ w = δφ, y [ E] φ, y tg 1 δ w, + δθ w, + θ δφ, δθ, y φ, θ, y δw = δwf z Body (yz): δ δγ y y yy yy yz yz δ w = δ δγ δ δγ zz zz z z δu f δ y δw = v f δ w f z or, u,, y + δ,, y +, δu δu v u v δw = δv, y [ E] v, y δv, z + δw, y G v, z + w, y δw w δw + δu w + u, z, z,, z,, z PPROXIMIONS (some) u = N a ξ = Quadratic (line): N1 1 3ξ + ξ N = N = 4 ξ(1 ξ) N ξ(ξ 1) 3 u1 a = u (bar) u 3 Cubic (line): N10 (1 ξ) (1 + ξ) N 11 (1 ξ) ξ N 0 N = = (3 ξξ ) N 1 ξ ( ξ 1) u10 uz1 u θ 11 y1 a = ( = ) (beam bending) u u 0 z u 1 θ y Linear (triangle): N = 1 y1 y y 3 y VIRUL WORK EXPRESSIONS δ uxi FXi δθ Xi MXi Rigid body (force): δw = δuyi FYi + δθyi MYi δu Zi F Zi δθ Zi M Zi
12 Bar (aial): δw 1 E 1 1 u1 δu = δu 1 1 u δw δu1 f 1 = δ u 1 Bar (torsion): δw δθ1 GIrr 1 1 θ 1 δθ 1 1 θ = δw δθ1 m 1 = ) δθ 1 Beam (z): δw z uz1 y1 EI yy θ y1 3 z z y θ y δu δθ = δu u δθ δw δuz1 6 δθ y1 z f = δuz 1 6 δθ y Beam (y): δw y uy1 z1 EIzz θz1 3 y uy z θz δu δθ = δ u δθ δw δuy1 6 δθz1 fy = ) δ uy 1 6 δθ z CONSRINS Frictionless contact: n u = 0 Jo: ub = u Rigid body (link): ub = u + θ ρb. θb = θ
Kul Finite element method I, Exercise 08/2016
Kul-49.3300 Finite element metod I, Eercise 08/016 Demo problems 1. A square tin slab (1) is loaded by a po force () as sown in te figure. Derive te relationsip between te force magnitude F and displacement
Διαβάστε περισσότεραKul Finite element method I, Exercise 04/2016. Demo problems
Kul-49 Finite element method I, Eercise 4/6 Demo problems Determine displcement u Z = nd rottion θ Y = t the mid-po of the Bernoulli bem of the figure Use two bem elements of equl length () nd () Po moment
Διαβάστε περισσότεραADVANCED STRUCTURAL MECHANICS
VSB TECHNICAL UNIVERSITY OF OSTRAVA FACULTY OF CIVIL ENGINEERING ADVANCED STRUCTURAL MECHANICS Lecture 1 Jiří Brožovský Office: LP H 406/3 Phone: 597 321 321 E-mail: jiri.brozovsky@vsb.cz WWW: http://fast10.vsb.cz/brozovsky/
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 περισσότεραIntroduction to Theory of. Elasticity. Kengo Nakajima Summer
Introduction to Theor of lasticit Summer Kengo Nakajima Technical & Scientific Computing I (48-7) Seminar on Computer Science (48-4) elast Theor of lasticit Target Stress Governing quations elast 3 Theor
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 περισσότεραMechanics of Materials Lab
Mechanics of Materials Lab Lecture 9 Strain and lasticity Textbook: Mechanical Behavior of Materials Sec. 6.6, 5.3, 5.4 Jiangyu Li Jiangyu Li, Prof. M.. Tuttle Strain: Fundamental Definitions "Strain"
Διαβάστε περισσότεραStresses in a Plane. Mohr s Circle. Cross Section thru Body. MET 210W Mohr s Circle 1. Some parts experience normal stresses in
ME 10W E. Evans Stresses in a Plane Some parts eperience normal stresses in two directions. hese tpes of problems are called Plane Stress or Biaial Stress Cross Section thru Bod z angent and normal to
Διαβάστε περισσότεραSecond Order Partial Differential Equations
Chapter 7 Second Order Partial Differential Equations 7.1 Introduction A second order linear PDE in two independent variables (x, y Ω can be written as A(x, y u x + B(x, y u xy + C(x, y u u u + D(x, y
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 περισσότεραAppendix to On the stability of a compressible axisymmetric rotating flow in a pipe. By Z. Rusak & J. H. Lee
Appendi to On the stability of a compressible aisymmetric rotating flow in a pipe By Z. Rusak & J. H. Lee Journal of Fluid Mechanics, vol. 5 4, pp. 5 4 This material has not been copy-edited or typeset
Διαβάστε περισσότεραSrednicki Chapter 55
Srednicki Chapter 55 QFT Problems & Solutions A. George August 3, 03 Srednicki 55.. Use equations 55.3-55.0 and A i, A j ] = Π i, Π j ] = 0 (at equal times) to verify equations 55.-55.3. This is our third
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 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 περισσότεραAerodynamics & Aeroelasticity: Beam Theory
Εθνικό Μετσόβιο Πολυτεχνείο National Technical Universit of thens erodnamics & eroelasticit: Beam Theor Σπύρος Βουτσινάς / Spros Voutsinas Άδεια Χρήσης Το παρόν εκπαιδευτικό υλικό υπόκειται σε άδειες χρήσης
Διαβάστε περισσότεραCHAPTER 25 SOLVING EQUATIONS BY ITERATIVE METHODS
CHAPTER 5 SOLVING EQUATIONS BY ITERATIVE METHODS EXERCISE 104 Page 8 1. Find the positive root of the equation x + 3x 5 = 0, correct to 3 significant figures, using the method of bisection. Let f(x) =
Διαβάστε περισσότεραANSWERSHEET (TOPIC = DIFFERENTIAL CALCULUS) COLLECTION #2. h 0 h h 0 h h 0 ( ) g k = g 0 + g 1 + g g 2009 =?
Teko Classes IITJEE/AIEEE Maths by SUHAAG SIR, Bhopal, Ph (0755) 3 00 000 www.tekoclasses.com ANSWERSHEET (TOPIC DIFFERENTIAL CALCULUS) COLLECTION # Question Type A.Single Correct Type Q. (A) Sol least
Διαβάστε περισσότεραRadiation Stress Concerned with the force (or momentum flux) exerted on the right hand side of a plane by water on the left hand side of the plane.
upplement on Radiation tress and Wave etup/et down Radiation tress oncerned wit te force (or momentum flu) eerted on te rit and side of a plane water on te left and side of te plane. plane z "Radiation
Διαβάστε περισσότεραHomework 8 Model Solution Section
MATH 004 Homework Solution Homework 8 Model Solution Section 14.5 14.6. 14.5. Use the Chain Rule to find dz where z cosx + 4y), x 5t 4, y 1 t. dz dx + dy y sinx + 4y)0t + 4) sinx + 4y) 1t ) 0t + 4t ) sinx
Διαβάστε περισσότεραD Alembert s Solution to the Wave Equation
D Alembert s Solution to the Wave Equation MATH 467 Partial Differential Equations J. Robert Buchanan Department of Mathematics Fall 2018 Objectives In this lesson we will learn: a change of variable technique
Διαβάστε περισσότεραExercises 10. Find a fundamental matrix of the given system of equations. Also find the fundamental matrix Φ(t) satisfying Φ(0) = I. 1.
Exercises 0 More exercises are available in Elementary Differential Equations. If you have a problem to solve any of them, feel free to come to office hour. Problem Find a fundamental matrix of the given
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 περισσότεραChapter 2. Stress, Principal Stresses, Strain Energy
Chapter Stress, Principal Stresses, Strain nergy Traction vector, stress tensor z z σz τ zy ΔA ΔF A ΔA ΔF x ΔF z ΔF y y τ zx τ xz τxy σx τ yx τ yz σy y A x x F i j k is the traction force acting on the
Διαβάστε περισσότεραFinite Field Problems: Solutions
Finite Field Problems: Solutions 1. Let f = x 2 +1 Z 11 [x] and let F = Z 11 [x]/(f), a field. Let Solution: F =11 2 = 121, so F = 121 1 = 120. The possible orders are the divisors of 120. Solution: The
Διαβάστε περισσότεραChapter 6: Systems of Linear Differential. be continuous functions on the interval
Chapter 6: Systems of Linear Differential Equations Let a (t), a 2 (t),..., a nn (t), b (t), b 2 (t),..., b n (t) be continuous functions on the interval I. The system of n first-order differential equations
Διαβάστε περισσότεραChapter 6: Systems of Linear Differential. be continuous functions on the interval
Chapter 6: Systems of Linear Differential Equations Let a (t), a 2 (t),..., a nn (t), b (t), b 2 (t),..., b n (t) be continuous functions on the interval I. The system of n first-order differential equations
Διαβάστε περισσότεραPhys460.nb Solution for the t-dependent Schrodinger s equation How did we find the solution? (not required)
Phys460.nb 81 ψ n (t) is still the (same) eigenstate of H But for tdependent H. The answer is NO. 5.5.5. Solution for the tdependent Schrodinger s equation If we assume that at time t 0, the electron starts
Διαβάστε περισσότεραEE512: Error Control Coding
EE512: Error Control Coding Solution for Assignment on Finite Fields February 16, 2007 1. (a) Addition and Multiplication tables for GF (5) and GF (7) are shown in Tables 1 and 2. + 0 1 2 3 4 0 0 1 2 3
Διαβάστε περισσότεραAnalyse af skrå bjælke som UPE200
Analyse af skrå bjælke som UPE Project: Opgave i stål. Skrå bjælke som UPE Description: Snitkræfter, forskydningscentrum, samling Customer: LC FEDesign. StruSoft Designed: LC Date: 9 Page: / 4 Documentation
Διαβάστε περισσότεραThe Simply Typed Lambda Calculus
Type Inference Instead of writing type annotations, can we use an algorithm to infer what the type annotations should be? That depends on the type system. For simple type systems the answer is yes, and
Διαβάστε περισσότεραHomework 3 Solutions
Homework 3 Solutions Igor Yanovsky (Math 151A TA) Problem 1: Compute the absolute error and relative error in approximations of p by p. (Use calculator!) a) p π, p 22/7; b) p π, p 3.141. Solution: For
Διαβάστε περισσότεραSolution Series 9. i=1 x i and i=1 x i.
Lecturer: Prof. Dr. Mete SONER Coordinator: Yilin WANG Solution Series 9 Q1. Let α, β >, the p.d.f. of a beta distribution with parameters α and β is { Γ(α+β) Γ(α)Γ(β) f(x α, β) xα 1 (1 x) β 1 for < x
Διαβάστε περισσότεραCHAPTER 48 APPLICATIONS OF MATRICES AND DETERMINANTS
CHAPTER 48 APPLICATIONS OF MATRICES AND DETERMINANTS EXERCISE 01 Page 545 1. Use matrices to solve: 3x + 4y x + 5y + 7 3x + 4y x + 5y 7 Hence, 3 4 x 0 5 y 7 The inverse of 3 4 5 is: 1 5 4 1 5 4 15 8 3
Διαβάστε περισσότεραES440/ES911: CFD. Chapter 5. Solution of Linear Equation Systems
ES440/ES911: CFD Chapter 5. Solution of Linear Equation Systems Dr Yongmann M. Chung http://www.eng.warwick.ac.uk/staff/ymc/es440.html Y.M.Chung@warwick.ac.uk School of Engineering & Centre for Scientific
Διαβάστε περισσότεραExample Sheet 3 Solutions
Example Sheet 3 Solutions. i Regular Sturm-Liouville. ii Singular Sturm-Liouville mixed boundary conditions. iii Not Sturm-Liouville ODE is not in Sturm-Liouville form. iv Regular Sturm-Liouville note
Διαβάστε περισσότεραHigh order interpolation function for surface contact problem
3 016 5 Journal of East China Normal University Natural Science No 3 May 016 : 1000-564101603-0009-1 1 1 1 00444; E- 00030 : Lagrange Lobatto Matlab : ; Lagrange; : O41 : A DOI: 103969/jissn1000-56410160300
Διαβάστε περισσότεραLinearized Lifting Surface Theory Thin-Wing Theory
13.021 Marine Hdrodnamics Lecture 23 Copright c 2001 MIT - Department of Ocean Engineering, All rights reserved. 13.021 - Marine Hdrodnamics Lecture 23 Linearized Lifting Surface Theor Thin-Wing Theor
Διαβάστε περισσότεραDERIVATION OF MILES EQUATION FOR AN APPLIED FORCE Revision C
DERIVATION OF MILES EQUATION FOR AN APPLIED FORCE Revision C By Tom Irvine Email: tomirvine@aol.com August 6, 8 Introduction The obective is to derive a Miles equation which gives the overall response
Διαβάστε περισσότεραProblem Set 9 Solutions. θ + 1. θ 2 + cotθ ( ) sinθ e iφ is an eigenfunction of the ˆ L 2 operator. / θ 2. φ 2. sin 2 θ φ 2. ( ) = e iφ. = e iφ cosθ.
Chemistry 362 Dr Jean M Standard Problem Set 9 Solutions The ˆ L 2 operator is defined as Verify that the angular wavefunction Y θ,φ) Also verify that the eigenvalue is given by 2! 2 & L ˆ 2! 2 2 θ 2 +
Διαβάστε περισσότεραΣΤΑΤΙΚΗ ΜΗ ΓΡΑΜΜΙΚΗ ΑΝΑΛΥΣΗ ΚΑΛΩ ΙΩΤΩΝ ΚΑΤΑΣΚΕΥΩΝ
1 ΕΘΝΙΚΟ ΜΕΤΣΟΒΟ ΠΟΛΥΤΕΧΝΕΙΟ Σχολή Πολιτικών Μηχανικών ΠΜΣ οµοστατικός Σχεδιασµός και Ανάλυση Κατασκευών Εργαστήριο Μεταλλικών Κατασκευών Μεταπτυχιακή ιπλωµατική Εργασία ΣΤΑΤΙΚΗ ΜΗ ΓΡΑΜΜΙΚΗ ΑΝΑΛΥΣΗ ΚΑΛΩ
Διαβάστε περισσότεραInstruction Execution Times
1 C Execution Times InThisAppendix... Introduction DL330 Execution Times DL330P Execution Times DL340 Execution Times C-2 Execution Times Introduction Data Registers This appendix contains several tables
Διαβάστε περισσότεραPartial Differential Equations in Biology The boundary element method. March 26, 2013
The boundary element method March 26, 203 Introduction and notation The problem: u = f in D R d u = ϕ in Γ D u n = g on Γ N, where D = Γ D Γ N, Γ D Γ N = (possibly, Γ D = [Neumann problem] or Γ N = [Dirichlet
Διαβάστε περισσότερα6.3 Forecasting ARMA processes
122 CHAPTER 6. ARMA MODELS 6.3 Forecasting ARMA processes The purpose of forecasting is to predict future values of a TS based on the data collected to the present. In this section we will discuss a linear
Διαβάστε περισσότεραSpherical Coordinates
Spherical Coordinates MATH 311, Calculus III J. Robert Buchanan Department of Mathematics Fall 2011 Spherical Coordinates Another means of locating points in three-dimensional space is known as the spherical
Διαβάστε περισσότερα0 Quiz Name: Tale A. Properties of Plane Figures. Rectangle 6. ircle A. Rigt Triangle 7. Hollow ircle A. Triangle 8. Paraola a 4. Trapezoid 9. Paraolic Spandrel a A ( a + ) ( a + ) A 6 a + a + 6
Διαβάστε περισσότεραSolutions to Exercise Sheet 5
Solutions to Eercise Sheet 5 jacques@ucsd.edu. Let X and Y be random variables with joint pdf f(, y) = 3y( + y) where and y. Determine each of the following probabilities. Solutions. a. P (X ). b. P (X
Διαβάστε περισσότερα= l. = l. (Hooke s Law) Tensile: Poisson s ratio. σ = Εε. τ = G γ. Relationships between Stress and Strain
Relationships between tress and train (Hooke s Law) When strains are small, most of materials are linear elastic. Tensile: Ε hear: Poisson s ratio Δl l Δl l Nominal lateral strain (transverse strain) Poisson
Διαβάστε περισσότεραΑπόκριση σε Μοναδιαία Ωστική Δύναμη (Unit Impulse) Απόκριση σε Δυνάμεις Αυθαίρετα Μεταβαλλόμενες με το Χρόνο. Απόστολος Σ.
Απόκριση σε Δυνάμεις Αυθαίρετα Μεταβαλλόμενες με το Χρόνο The time integral of a force is referred to as impulse, is determined by and is obtained from: Newton s 2 nd Law of motion states that the action
Διαβάστε περισσότεραJesse Maassen and Mark Lundstrom Purdue University November 25, 2013
Notes on Average Scattering imes and Hall Factors Jesse Maassen and Mar Lundstrom Purdue University November 5, 13 I. Introduction 1 II. Solution of the BE 1 III. Exercises: Woring out average scattering
Διαβάστε περισσότεραMatrices and Determinants
Matrices and Determinants SUBJECTIVE PROBLEMS: Q 1. For what value of k do the following system of equations possess a non-trivial (i.e., not all zero) solution over the set of rationals Q? x + ky + 3z
Διαβάστε περισσότεραMath221: HW# 1 solutions
Math: HW# solutions Andy Royston October, 5 7.5.7, 3 rd Ed. We have a n = b n = a = fxdx = xdx =, x cos nxdx = x sin nx n sin nxdx n = cos nx n = n n, x sin nxdx = x cos nx n + cos nxdx n cos n = + sin
Διαβάστε περισσότεραTridiagonal matrices. Gérard MEURANT. October, 2008
Tridiagonal matrices Gérard MEURANT October, 2008 1 Similarity 2 Cholesy factorizations 3 Eigenvalues 4 Inverse Similarity Let α 1 ω 1 β 1 α 2 ω 2 T =......... β 2 α 1 ω 1 β 1 α and β i ω i, i = 1,...,
Διαβάστε περισσότεραEcon 2110: Fall 2008 Suggested Solutions to Problem Set 8 questions or comments to Dan Fetter 1
Eon : Fall 8 Suggested Solutions to Problem Set 8 Email questions or omments to Dan Fetter Problem. Let X be a salar with density f(x, θ) (θx + θ) [ x ] with θ. (a) Find the most powerful level α test
Διαβάστε περισσότεραCHAPTER 70 DOUBLE AND TRIPLE INTEGRALS. 2 is integrated with respect to x between x = 2 and x = 4, with y regarded as a constant
CHAPTER 7 DOUBLE AND TRIPLE INTEGRALS EXERCISE 78 Page 755. Evaluate: dxd y. is integrated with respect to x between x = and x =, with y regarded as a constant dx= [ x] = [ 8 ] = [ ] ( ) ( ) d x d y =
Διαβάστε περισσότεραOrdinal Arithmetic: Addition, Multiplication, Exponentiation and Limit
Ordinal Arithmetic: Addition, Multiplication, Exponentiation and Limit Ting Zhang Stanford May 11, 2001 Stanford, 5/11/2001 1 Outline Ordinal Classification Ordinal Addition Ordinal Multiplication Ordinal
Διαβάστε περισσότεραSection 8.3 Trigonometric Equations
99 Section 8. Trigonometric Equations Objective 1: Solve Equations Involving One Trigonometric Function. In this section and the next, we will exple how to solving equations involving trigonometric functions.
Διαβάστε περισσότεραEquations. BSU Math 275 sec 002,003 Fall 2018 (Ultman) Final Exam Notes 1. du dv. FTLI : f (B) f (A) = f dr. F dr = Green s Theorem : y da
BSU Math 275 sec 002,003 Fall 2018 (Ultman) Final Exam Notes 1 Equations r(t) = x(t) î + y(t) ĵ + z(t) k r = r (t) t s = r = r (t) t r(u, v) = x(u, v) î + y(u, v) ĵ + z(u, v) k S = ( ( ) r r u r v = u
Διαβάστε περισσότερα6.1. Dirac Equation. Hamiltonian. Dirac Eq.
6.1. Dirac Equation Ref: M.Kaku, Quantum Field Theory, Oxford Univ Press (1993) η μν = η μν = diag(1, -1, -1, -1) p 0 = p 0 p = p i = -p i p μ p μ = p 0 p 0 + p i p i = E c 2 - p 2 = (m c) 2 H = c p 2
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 περισσότερα1 String with massive end-points
1 String with massive end-points Πρόβλημα 5.11:Θεωρείστε μια χορδή μήκους, τάσης T, με δύο σημειακά σωματίδια στα άκρα της, το ένα μάζας m, και το άλλο μάζας m. α) Μελετώντας την κίνηση των άκρων βρείτε
Διαβάστε περισσότεραNumerical Analysis FMN011
Numerical Analysis FMN011 Carmen Arévalo Lund University carmen@maths.lth.se Lecture 12 Periodic data A function g has period P if g(x + P ) = g(x) Model: Trigonometric polynomial of order M T M (x) =
Διαβάστε περισσότεραStatistical Inference I Locally most powerful tests
Statistical Inference I Locally most powerful tests Shirsendu Mukherjee Department of Statistics, Asutosh College, Kolkata, India. shirsendu st@yahoo.co.in So far we have treated the testing of one-sided
Διαβάστε περισσότεραLecture 26: Circular domains
Introductory lecture notes on Partial Differential Equations - c Anthony Peirce. Not to be copied, used, or revised without eplicit written permission from the copyright owner. 1 Lecture 6: Circular domains
Διαβάστε περισσότεραMean bond enthalpy Standard enthalpy of formation Bond N H N N N N H O O O
Q1. (a) Explain the meaning of the terms mean bond enthalpy and standard enthalpy of formation. Mean bond enthalpy... Standard enthalpy of formation... (5) (b) Some mean bond enthalpies are given below.
Διαβάστε περισσότεραLecture 2: Dirac notation and a review of linear algebra Read Sakurai chapter 1, Baym chatper 3
Lecture 2: Dirac notation and a review of linear algebra Read Sakurai chapter 1, Baym chatper 3 1 State vector space and the dual space Space of wavefunctions The space of wavefunctions is the set of all
Διαβάστε περισσότεραFigure A.2: MPC and MPCP Age Profiles (estimating ρ, ρ = 2, φ = 0.03)..
Supplemental Material (not for publication) Persistent vs. Permanent Income Shocks in the Buffer-Stock Model Jeppe Druedahl Thomas H. Jørgensen May, A Additional Figures and Tables Figure A.: Wealth and
Διαβάστε περισσότερα1. (a) (5 points) Find the unit tangent and unit normal vectors T and N to the curve. r(t) = 3cost, 4t, 3sint
1. a) 5 points) Find the unit tangent and unit normal vectors T and N to the curve at the point P, π, rt) cost, t, sint ). b) 5 points) Find curvature of the curve at the point P. Solution: a) r t) sint,,
Διαβάστε περισσότεραNotes on the Open Economy
Notes on the Open Econom Ben J. Heijdra Universit of Groningen April 24 Introduction In this note we stud the two-countr model of Table.4 in more detail. restated here for convenience. The model is Table.4.
Διαβάστε περισσότεραderivation of the Laplacian from rectangular to spherical coordinates
derivation of the Laplacian from rectangular to spherical coordinates swapnizzle 03-03- :5:43 We begin by recognizing the familiar conversion from rectangular to spherical coordinates (note that φ is used
Διαβάστε περισσότεραConcrete Mathematics Exercises from 30 September 2016
Concrete Mathematics Exercises from 30 September 2016 Silvio Capobianco Exercise 1.7 Let H(n) = J(n + 1) J(n). Equation (1.8) tells us that H(2n) = 2, and H(2n+1) = J(2n+2) J(2n+1) = (2J(n+1) 1) (2J(n)+1)
Διαβάστε περισσότερα3.4 SUM AND DIFFERENCE FORMULAS. NOTE: cos(α+β) cos α + cos β cos(α-β) cos α -cos β
3.4 SUM AND DIFFERENCE FORMULAS Page Theorem cos(αβ cos α cos β -sin α cos(α-β cos α cos β sin α NOTE: cos(αβ cos α cos β cos(α-β cos α -cos β Proof of cos(α-β cos α cos β sin α Let s use a unit circle
Διαβάστε περισσότεραSCHOOL OF MATHEMATICAL SCIENCES G11LMA Linear Mathematics Examination Solutions
SCHOOL OF MATHEMATICAL SCIENCES GLMA Linear Mathematics 00- Examination Solutions. (a) i. ( + 5i)( i) = (6 + 5) + (5 )i = + i. Real part is, imaginary part is. (b) ii. + 5i i ( + 5i)( + i) = ( i)( + i)
Διαβάστε περισσότερα2 Composition. Invertible Mappings
Arkansas Tech University MATH 4033: Elementary Modern Algebra Dr. Marcel B. Finan Composition. Invertible Mappings In this section we discuss two procedures for creating new mappings from old ones, namely,
Διαβάστε περισσότεραProblem 7.19 Ignoring reflection at the air soil boundary, if the amplitude of a 3-GHz incident wave is 10 V/m at the surface of a wet soil medium, at what depth will it be down to 1 mv/m? Wet soil is
Διαβάστε περισσότεραLifting Entry (continued)
ifting Entry (continued) Basic planar dynamics of motion, again Yet another equilibrium glide Hypersonic phugoid motion Planar state equations MARYAN 1 01 avid. Akin - All rights reserved http://spacecraft.ssl.umd.edu
Διαβάστε περισσότεραPARTIAL NOTES for 6.1 Trigonometric Identities
PARTIAL NOTES for 6.1 Trigonometric Identities tanθ = sinθ cosθ cotθ = cosθ sinθ BASIC IDENTITIES cscθ = 1 sinθ secθ = 1 cosθ cotθ = 1 tanθ PYTHAGOREAN IDENTITIES sin θ + cos θ =1 tan θ +1= sec θ 1 + cot
Διαβάστε περισσότεραExercises to Statistics of Material Fatigue No. 5
Prof. Dr. Christine Müller Dipl.-Math. Christoph Kustosz Eercises to Statistics of Material Fatigue No. 5 E. 9 (5 a Show, that a Fisher information matri for a two dimensional parameter θ (θ,θ 2 R 2, can
Διαβάστε περισσότεραProblem Set 3: Solutions
CMPSCI 69GG Applied Information Theory Fall 006 Problem Set 3: Solutions. [Cover and Thomas 7.] a Define the following notation, C I p xx; Y max X; Y C I p xx; Ỹ max I X; Ỹ We would like to show that C
Διαβάστε περισσότεραDESIGN OF MACHINERY SOLUTION MANUAL h in h 4 0.
DESIGN OF MACHINERY SOLUTION MANUAL -7-1! PROBLEM -7 Statement: Design a double-dwell cam to move a follower from to 25 6, dwell for 12, fall 25 and dwell for the remader The total cycle must take 4 sec
Διαβάστε περισσότερα3o/B Mάθημα: Δικτύωμα / 2D-Truss in Batch
ΥΠΟΛΟΓΙΣΤΙΚΕΣ ΜΕΘΟΔΟΙ ΣΤΙΣ ΚΑΤΑΣΚΕΥΕΣ 3o/B Mάθημα: Δικτύωμα / 2D-Truss in Batch Λεωνίδας Αλεξόπουλος, Επ. Καθηγητής Τομέας ΜΚ&ΑΕ leo@mail.ntua.gr, τηλ: 772-1666 Βοηθοί διδασκαλίας: Κανακάρης Γιώργος, Διδακτορικός
Διαβάστε περισσότεραChapter 6 BLM Answers
Chapter 6 BLM Answers BLM 6 Chapter 6 Prerequisite Skills. a) i) II ii) IV iii) III i) 5 ii) 7 iii) 7. a) 0, c) 88.,.6, 59.6 d). a) 5 + 60 n; 7 + n, c). rad + n rad; 7 9,. a) 5 6 c) 69. d) 0.88 5. a) negative
Διαβάστε περισσότεραApproximation of distance between locations on earth given by latitude and longitude
Approximation of distance between locations on earth given by latitude and longitude Jan Behrens 2012-12-31 In this paper we shall provide a method to approximate distances between two points on earth
Διαβάστε περισσότερα3.5 - Boundary Conditions for Potential Flow
13.021 Marine Hydrodynamics, Fall 2004 Lecture 10 Copyright c 2004 MIT - Department of Ocean Engineering, All rights reserved. 13.021 - Marine Hydrodynamics Lecture 10 3.5 - Boundary Conditions for Potential
Διαβάστε περισσότεραCE 530 Molecular Simulation
C 53 olecular Siulation Lecture Histogra Reweighting ethods David. Kofke Departent of Cheical ngineering SUNY uffalo kofke@eng.buffalo.edu Histogra Reweighting ethod to cobine results taken at different
Διαβάστε περισσότεραFourier Series. MATH 211, Calculus II. J. Robert Buchanan. Spring Department of Mathematics
Fourier Series MATH 211, Calculus II J. Robert Buchanan Department of Mathematics Spring 2018 Introduction Not all functions can be represented by Taylor series. f (k) (c) A Taylor series f (x) = (x c)
Διαβάστε περισσότεραOn the Galois Group of Linear Difference-Differential Equations
On the Galois Group of Linear Difference-Differential Equations Ruyong Feng KLMM, Chinese Academy of Sciences, China Ruyong Feng (KLMM, CAS) Galois Group 1 / 19 Contents 1 Basic Notations and Concepts
Διαβάστε περισσότεραWritten Examination. Antennas and Propagation (AA ) April 26, 2017.
Written Examination Antennas and Propagation (AA. 6-7) April 6, 7. Problem ( points) Let us consider a wire antenna as in Fig. characterized by a z-oriented linear filamentary current I(z) = I cos(kz)ẑ
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 περισσότεραMATH423 String Theory Solutions 4. = 0 τ = f(s). (1) dτ ds = dxµ dτ f (s) (2) dτ 2 [f (s)] 2 + dxµ. dτ f (s) (3)
1. MATH43 String Theory Solutions 4 x = 0 τ = fs). 1) = = f s) ) x = x [f s)] + f s) 3) equation of motion is x = 0 if an only if f s) = 0 i.e. fs) = As + B with A, B constants. i.e. allowe reparametrisations
Διαβάστε περισσότερα( y) Partial Differential Equations
Partial Dierential Equations Linear P.D.Es. contains no owers roducts o the deendent variables / an o its derivatives can occasionall be solved. Consider eamle ( ) a (sometimes written as a ) we can integrate
Διαβάστε περισσότερα1. In calculating the shear flow associated with the nail shown, which areas should be included in the calculation of Q? (3 points) Areas (1) and (5)
IDE 0 S08 Test 5 Name:. In calculating the shear flow associated with the nail shown, which areas should be included in the calculation of Q? ( points) Areas () and (5) Areas () through (5) Areas (), ()
Διαβάστε περισσότεραΨηφιακή ανάπτυξη. Course Unit #1 : Κατανοώντας τις βασικές σύγχρονες ψηφιακές αρχές Thematic Unit #1 : Τεχνολογίες Web και CMS
Ψηφιακή ανάπτυξη Course Unit #1 : Κατανοώντας τις βασικές σύγχρονες ψηφιακές αρχές Thematic Unit #1 : Τεχνολογίες Web και CMS Learning Objective : SEO και Analytics Fabio Calefato Department of Computer
Διαβάστε περισσότεραChapter 7a. Elements of Elasticity, Thermal Stresses
Chapte 7a lements of lasticit, Themal Stesses Mechanics of mateials method: 1. Defomation; guesswok, intuition, smmet, pio knowledge, epeiment, etc.. Stain; eact o appoimate solution fom defomation. Stess;
Διαβάστε περισσότεραC.S. 430 Assignment 6, Sample Solutions
C.S. 430 Assignment 6, Sample Solutions Paul Liu November 15, 2007 Note that these are sample solutions only; in many cases there were many acceptable answers. 1 Reynolds Problem 10.1 1.1 Normal-order
Διαβάστε περισσότεραInverse trigonometric functions & General Solution of Trigonometric Equations. ------------------ ----------------------------- -----------------
Inverse trigonometric functions & General Solution of Trigonometric Equations. 1. Sin ( ) = a) b) c) d) Ans b. Solution : Method 1. Ans a: 17 > 1 a) is rejected. w.k.t Sin ( sin ) = d is rejected. If sin
Διαβάστε περισσότεραNATIONAL TECHNICAL UNIVERSITY OF ATHENS NONUNIFORM TORSION, UNIFORM SHEAR AND TIMOSHENKO THEORY OF ELASTIC HOMOGENEOUS ISOTROPIC PRISMATIC BARS
NATIONAL TECHNICAL UNIVERSITY OF ATHENS SCHOOL OF CIVIL ENGINEERING INTER-DEARTMENTAL OSTGRADUATE COURSES ROGRAMMES «ΔΟΜΟΣΤΑΤΙΚΟΣ ΣΧΕΔΙΑΣΜΟΣ ΚΑΙ ΑΝΑΛΥΣΗ ΚΑΤΑΣΚΕΥΩΝ» ANALYSIS AND DESIGN OF EARTHQUAKE RESISTANT
Διαβάστε περισσότεραPractice Exam 2. Conceptual Questions. 1. State a Basic identity and then verify it. (a) Identity: Solution: One identity is csc(θ) = 1
Conceptual Questions. State a Basic identity and then verify it. a) Identity: Solution: One identity is cscθ) = sinθ) Practice Exam b) Verification: Solution: Given the point of intersection x, y) of the
Διαβάστε περισσότεραSection 7.6 Double and Half Angle Formulas
09 Section 7. Double and Half Angle Fmulas To derive the double-angles fmulas, we will use the sum of two angles fmulas that we developed in the last section. We will let α θ and β θ: cos(θ) cos(θ + θ)
Διαβάστε περισσότεραThe Nottingham eprints service makes this work by researchers of the University of Nottingham available open access under the following conditions.
Luevorasirikul, Kanokrat (2007) Body image and weight management: young people, internet advertisements and pharmacists. PhD thesis, University of Nottingham. Access from the University of Nottingham repository:
Διαβάστε περισσότεραSecond Order RLC Filters
ECEN 60 Circuits/Electronics Spring 007-0-07 P. Mathys Second Order RLC Filters RLC Lowpass Filter A passive RLC lowpass filter (LPF) circuit is shown in the following schematic. R L C v O (t) Using phasor
Διαβάστε περισσότερα