Module-3: Kinematics

Size: px
Start display at page:

Download "Module-3: Kinematics"

Transcription

1 Module-3: Kinematics Lecture-20: Material and Spatial Time Derivatives The velocity acceleration and velocity gradient are important quantities of kinematics. Here we discuss the description of these kinematic quantities in both Lagrangian and Eulerian framework. Material and spatial description of velocity field: Let Ω 0 be a reference configuration and Ω be a deformed configuration at an instant of time t. Let x = χx t) be a mapping that represents the motion from Ω 0 to Ω. Since χ is invertible for all X Ω 0 at every instant of time t the inverse map X = χ 1 x t) exists from Ω to Ω 0 which associates every spatial point x to a material point X. The material coordinate X is fixed to a particle which is independent of time see Example-1 in Lecture-17). On the other hand the spatial position of particle x can vary with time. The displacement of particle is defined by the relation u = x X. Therefore the velocity of particle x X) u = = x 1) Substituting the map x = χx t) in u we get velocity ṽ in terms of X as ṽx t) = x χx t) = 2) This represents the velocity field in Lagrangian description material description) as it is a function of material variable X. Using the inverse map X = χ 1 x t) we can obtain the following Eulerian description spatial description) of velocity field vx t) = ṽχ 1 x t) t). 3) In general the function forms of ṽ and v are different while the value of the functions are equal at a material point X and corresponding spatial point x = χx t). We now present an example to understand the material and spatial description of velocity fields. Example 1. Let the mapping function for motion x = χx t) is given by x 1 = X t 2 ) x 2 = X t) x 3 = 0. Then find the velocity in material and spatial descriptions. Solution: Consider given motion x 1 = X t 2 ) x 2 = X t) x 3 = 0. Since material description of velocity ṽ = χ we get ṽ 1 = x 1 = 2X 1t ṽ 2 = x 2 = X 2 ṽ 3 = x 3 = 0. Joint initiative of IITs and IISc Funded by MHRD Government of India 1

2 Using the motion representation we can obtain X 1 = x 1 /1 + t 2 ) and X 2 = x 2 /1 + t). Substituting in the material description we get the following spatial velocity field v 1 = 2x 1t 1 + t 2 v 2 = x t v 3 = 0. It is clear from the example that ṽ and v are having different forms whereas both the forms give same value of the velocity corresponding material and spatial coordinates i.e. ṽx t) = vx t) For example material description of velocity ṽ = 4 2 0) at a material point X = 1 2 3) at an instant of time t = 2. We now see that x = 5 6 0) is a spatial coordinate corresponding to the material point X = 1 2 3) at an instant of time t = 2. Substituting x in spatial description of velocity we get v = 4 2 0). Therefore the values of velocity are equal both in material or spatial at corresponding points i.e. ṽx t) 123) = vx t) 560) We now introduce the concept of material and spatial time derivatives of more general fields. Later we apply this result to get the acceleration in both descriptions. Material and spatial time derivative of general fields: There is a possibility of confusion in taking material and spatial time derivatives of general fields. Hence we introduce the following notations to avoid the confusion in taking the differentiation of fields. Let φx t) gx t) GX t) be scalar vector and tensor fields in the Lagrangian material) description respectively. Then the material gradient of scalar vector and tensor fields are denoted by X φ X g X G the material divergence of vector and tensor field are denoted by X g X G and the material time derivative of scalar vector and tensor fields are denoted by φ D φ or g or D g D G G or. In component form X φ)i = φ X g = g i φ = D φ = φ X g) ij = g i X G) i = G ij g = D g = g X G)ijk = G ij X k G = D G = G. Let φx t) gx t) Gx t) be scalar vector and tensor fields in the Eulerian or spatial description. Then the spatial gradient of scalar vector and tensor fields are denoted by x φ x g x G the spatial divergence of vector and tensor field are denoted by x g x G and the spatial time derivative of scalar vector and tensor fields are denoted by φ g G. In component form x φ) i = φ x g = g i φ = φ g = g x g) ij = g i x G) i = G ij G = G. x G) ijk = G ij x k Joint initiative of IITs and IISc Funded by MHRD Government of India 2

3 We now derive the relation between the material and spatial gradients. Relation between material and spatial gradients: Let Ω 0 be a reference configuration and Ω be a deformed configuration. Let x = χx t) be a map from Ω 0 to Ω and F = X χ be the deformation gradient. Let φx t) and gx t) be scalar and vector fields defined over Ω. Then we have or equivalently X φ) i = φ = φ χ j = F ji φ X g) ij = g i = g i x k χ k = g i x k F kj X φ = F T x φ 4) X g = x gf. 5) We now use the relation between material and spatial gradients to represent Green and Almansi strain tensors in terms of displacement gradients. We know that the displacement u = x X. Furthermore the deformation gradient X u = F I. Therefore the Green strain tensor E = 1 2 F T F I ) = 1 2 X u + X u T + X u T X u ). 6) The Green strain tensor in component form E ij = 1 ui + u j + u ) k u k. 7) 2 Using Eq. 5) we get spatial gradient of displacement x u = X u) F 1 = F I)F 1 = I F 1. 8) Substituting F 1 = I x u in Almansi strain tensor see Eq. 6) in Lecture-18) we get Ẽ = 1 2 I F T F 1) = 1 2 x u + x u T x u T x u ). 9) The Almansi strain tensor in component form Ẽ ij = 1 ui + u j u ) k u k. 10) 2 The relations between spatial and material gradients are shown in Eqs. 4) and 5). We now want to derive relation between material and spatial time derivatives. In order to get the relation between time derivatives we need to have the following chain rule. Chain rule: Let ξt) be a scalar valued function of time t. Let ψξt) t) be a scalar valued function which depends explicitly and implicitly through ξ on t. Then the total derivative with respect to time t can be written as dψ dt = ψ + ψ dξ ξ dt. 11) Joint initiative of IITs and IISc Funded by MHRD Government of India 3

4 Proof: Consider Taylor s expansion of ψξt + t) t + t). ) ψξt + t) t + t) = ψξt + t) t) + + o t) ξt+ t) = ψ ξt) + dξ ) ) t + o t) t + + o t) ξt+ t) dt ψ = ψξt) t) + ξ = ψξt) t) + ψ ξ Using definition of differentiation we get ) dξ dt t + ) dξ dt + ) + o t) ξt+ t) ) t + o t) ξt+ t) dψ dt ψξt + t) t + t) ψξt) t) = lim t 0 t = ψ + ψ ξ dξ dt. we should treat ξ as fixed while computing ψ ψ. Similarly t is fixed for evaluating ξ. This formula works for scalar function we now extend this to vector fields. Let gt) be a vector valued function of time t. Let Φgt) t) be a vector valued function which depends explicitly and implicitly through g on t. Then the following chain rule can be obtained for the total derivative of Φ. dφ i dt = Φ i + Φ i g j dg j dt. 12) This result can be proved similar to the previous case of scalar valued function. Relation between material and spatial time derivatives: Let φx t) gx t) and GX t) be scalar vector and tensor valued function over Ω 0 respectively. Let φx t) gx t) and Gx t) be scalar vector and tensor valued function over Ω respectively. Let these functions are related by the map x = χx t) i.e. φx t) = φx t) gx t) = gx t) and GX t) = Gx t) for x = χx t). Then the material time derivative of scalar field D φ scalar field φ are related by and the spatial time derivative of D φx t) = Dφx t) = φ + φ χ i = φ + xφ) v. the material time derivative of vector field D g vector field g are related by D gx t) = Dgx t) and the spatial time derivative of = g + g χ i = g + xg)v. Joint initiative of IITs and IISc Funded by MHRD Government of India 4

5 the material time derivative of tensor field D G vector field G are related by and the spatial time derivative of D GX t) = DGx t) = G + G χ i = G + xg)v. We note that the material time derivative in reference domain can be obtained by D φx t) = φ D gx t) = g and D GX t) = G. We now present an example to understand the relation between material and spatial time derivatives. Recall from Lecture-17 about the example of temperature distribution of bar under uniform motion presented in Lagrangian and Eulerian description. We now use the same example to explain the relation between material time derivative and spatial time derivative. Example 2. Consider a bar of initial length of four units i.e. the reference domain Ω 0 = [0 4]. Let the bar is extending with time t and the extension is given by the mapping function x = 1+t)X. The bar is experiencing the temperature distribution in Lagrangian description θx t) = X4 X)t 2 or in the Eulerian description θx t) = x4 + 4t x)t 2 /1 + t) 2 shown in Fig. 1). t = 3 t = 2 t = 1 t = 0 X = 1 X = 2 X = 3 θ = 27 θ = 36 θ = 27 X = 1 X = 2 X = 3 θ =12 θ =16 θ =12 X = 1 X = 2 X = 3 θ =3 θ =4 θ =3 x = 1 + t)x X = 1 X = 2 X = 3 θ = 0 θ = 0 θ = x Figure 1: Temperature distribution in moving bar It is easy to see that θx t) = θx t) for every x = χx t) = 1 + t)x. Consider the temperature distribution in Lagrangian framework θx t). definition of material derivative we get Using the D θx t) = θ = 2X4 X)t. We now consider the spatial description of temperature θ = x4+4t x)t/1+t) 2. Using the definition we get the spatial time derivative as θ = 2xt 1 + t) t x + 2t2 ). Joint initiative of IITs and IISc Funded by MHRD Government of India 5

6 We need the following terms to get total derivative in spatial description. θ x = 2t2 1 + t) 2 + 2t x) and x 2 = Substituting above terms we get total derivative Dθ = θ + θ x x = It can be observed that for x = 1 + t)x D θ = Dθ. x 1 + t). 2xt 4 + 4t x). 1 + t) 2 Thus the material time derivative is equal to the total derivative in spatial description. In general material time derivative and spatial time derivative are not equal. Material and spatial description of acceleration field: Let Ω 0 be a reference configuration and let Ω be a deformed configuration. Let x = χx t) be a mapping from Ω 0 to Ω. Let ṽx t) and vx t) be velocity fields described in the Lagrangian and Eulerian framework i.e. vx t) = ṽx t) for every x = χx t). Then the acceleration field is defined by ax t) = Dv = v + xv)v. 13) The second term in the equation x v)v is known as convective acceleration. Therefore the acceleration is sum of the spatial time derivative and the convective acceleration. The material description of acceleration is given by ãx t) = Dṽ = ṽ. 14) The material description of acceleration field is equivalent to spatial description i.e. ãx t) = ax t) for x = χx t). Velocity gradient: The velocity gradient L is defined by L = x v 15) where v is the velocity field. Using L the acceleration can be written as ax t) = v + Lv. 16) The velocity gradient L is a second-order tensor whose action on velocity gives the convective acceleration. Relation between F and L: The velocity gradient L is defined as the spatial gradient of velocity. On the other hand the material time derivative of deformation gradient gives the material gradient of velocity i.e. = χx t) XχX t)) = X = X v. Joint initiative of IITs and IISc Funded by MHRD Government of India 6

7 Using Eq. 5) we can obtain the following relation between spatial and material gradient of velocity. = Xv = x v) F = LF. Since the tensor F is invertible we have F F 1 = I. Taking the material time derivative on both sides we get D F F 1 ) = 1 = F F = O 1 = F F 1 = F 1 L. The material derivative of J i.e. detf )) in can be written as DJ = cof F ) : see an epression in Example-1 of Lecture-16) = cof F ) : LF ) = F cof F ) T : L T = JI : L T = J trl) = J x v. Since J represents locally the ratio of deformed volume to reference volume the isochoric motion J = 1) can be characterized by In summary we have the relations 1 DJ J = x v = 0. 17) 1 1 J DJ = LF 18) = F 1 L 19) = trl) = x v 20) References 1. C. S. Jog Continuum Mechanics: Foundations and Applications of Mechanics Volume I Third edition 2015 Cambridge University Press. 2. M. E. Gurtin E. Fried and L. Anand The Mechanics and Thermodynamics of Continua 2010 Cambridge University Press New York. 3. J. Bonet and R. D. Wood Nonlinear Continuum Mechanics for Finite Element Analysis 1997 Cambridge University Press Cambridge. Joint initiative of IITs and IISc Funded by MHRD Government of India 7

KINEMATICS OF CONTINUA

KINEMATICS OF CONTINUA KINEMATICS OF CONTINUA Introduction Deformation of a continuum Configurations of a continuum Deformation mapping Descriptions of motion Material time derivative Velocity and acceleration Transformation

More information

ME185 Introduction to Continuum Mechanics

ME185 Introduction to Continuum Mechanics Fall, 0 ME85 Introduction to Continuum Mechanics The attached pages contain four previous midterm exams for this course. Each midterm consists of two pages. As you may notice, many of the problems are

More information

Chapter 0. Preliminaries. 0.1 Things you should already know

Chapter 0. Preliminaries. 0.1 Things you should already know Chapter 0 Preliminaries These notes cover the course MATH45061 (Continuum Mechanics) and are intended to supplement the lectures. The course does not follow any particular text, so you do not need to buy

More information

Chapter 7. Kinematics. 7.1 Tensor fields

Chapter 7. Kinematics. 7.1 Tensor fields Chapter 7 Kinematics 7.1 Tensor fields In fluid mechanics, the fluid flow is described in terms of vector fields or tensor fields such as velocity, stress, pressure, etc. It is important, at the outset,

More information

Kinematics. B r. Figure 1: Bodies, reference configuration B r and current configuration B t. κ : B (0, ) B. B r := κ(b, t 0 )

Kinematics. B r. Figure 1: Bodies, reference configuration B r and current configuration B t. κ : B (0, ) B. B r := κ(b, t 0 ) 1 Kinematics 1 escription of motion A body B is a set whose elements can be put into one-to-one correspondence with the points of a region B of three dimensional Euclidean three dimensional space. The

More information

Chapter 2. Kinematics: Deformation and Flow. 2.1 Introduction

Chapter 2. Kinematics: Deformation and Flow. 2.1 Introduction Chapter 2 Kinematics: Deformation and Flow 2.1 Introduction We need a suitable mathematical framework in order to describe the behaviour of continua. Our everyday experience tells us that lumps of matter

More information

Introduction to Continuum Mechanics

Introduction to Continuum Mechanics Introduction to Continuum Mechanics I-Shih Liu Instituto de Matemática Universidade Federal do Rio de Janeiro 2018 Contents 1 Notations and tensor algebra 1 1.1 Vector space, inner product........................

More information

2.20 Fall 2018 Math Review

2.20 Fall 2018 Math Review 2.20 Fall 2018 Math Review September 10, 2018 These notes are to help you through the math used in this class. This is just a refresher, so if you never learned one of these topics you should look more

More information

MATH45061: SOLUTION SHEET 1 II

MATH45061: SOLUTION SHEET 1 II MATH456: SOLUTION SHEET II. The deformation gradient tensor has Cartesian components given by F IJ R I / r J ; and so F R e x, F R, F 3 R, r r r 3 F R r, F R r, F 3 R r 3, F 3 R 3 r, F 3 R 3 r, F 33 R

More information

Physical Law Eulerian Form N Lagrangian Form n = V, 3,

Physical Law Eulerian Form N Lagrangian Form n = V, 3, Chapter 5 Constitutive Modelling 5.1 Introduction Thus far we have established four conservation (or balance) equations, an entropy inequality and a number of kinematic relationships. The overall set of

More information

Mechanics of solids and fluids -Introduction to continuum mechanics

Mechanics of solids and fluids -Introduction to continuum mechanics Mechanics of solids and fluids -Introduction to continuum mechanics by Magnus Ekh August 12, 2016 Introduction to continuum mechanics 1 Tensors............................. 3 1.1 Index notation 1.2 Vectors

More information

The Kinematic Equations

The Kinematic Equations The Kinematic Equations David Roylance Department of Materials Science and Engineering Massachusetts Institute of Technology Cambridge, MA 0139 September 19, 000 Introduction The kinematic or strain-displacement

More information

Euler Equations: local existence

Euler Equations: local existence Euler Equations: local existence Mat 529, Lesson 2. 1 Active scalars formulation We start with a lemma. Lemma 1. Assume that w is a magnetization variable, i.e. t w + u w + ( u) w = 0. If u = Pw then u

More information

4 Constitutive Theory

4 Constitutive Theory ME338A CONTINUUM MECHANICS lecture notes 13 Tuesday, May 13, 2008 4.1 Closure Problem In the preceding chapter, we derived the fundamental balance equations: Balance of Spatial Material Mass ρ t + ρ t

More information

You may not start to read the questions printed on the subsequent pages until instructed to do so by the Invigilator.

You may not start to read the questions printed on the subsequent pages until instructed to do so by the Invigilator. MATHEMATICAL TRIPOS Part III Thursday 1 June 2006 1.30 to 4.30 PAPER 76 NONLINEAR CONTINUUM MECHANICS Attempt FOUR questions. There are SIX questions in total. The questions carry equal weight. STATIONERY

More information

Chapter 1. Continuum mechanics review. 1.1 Definitions and nomenclature

Chapter 1. Continuum mechanics review. 1.1 Definitions and nomenclature Chapter 1 Continuum mechanics review We will assume some familiarity with continuum mechanics as discussed in the context of an introductory geodynamics course; a good reference for such problems is Turcotte

More information

Differentiable Functions

Differentiable Functions Differentiable Functions Let S R n be open and let f : R n R. We recall that, for x o = (x o 1, x o,, x o n S the partial derivative of f at the point x o with respect to the component x j is defined as

More information

CVEN 7511 Computational Mechanics of Solids and Structures

CVEN 7511 Computational Mechanics of Solids and Structures CVEN 7511 Computational Mechanics of Solids and Structures Instructor: Kaspar J. Willam Original Version of Class Notes Chishen T. Lin Fall 1990 Chapter 1 Fundamentals of Continuum Mechanics Abstract In

More information

i.e. the conservation of mass, the conservation of linear momentum, the conservation of energy.

i.e. the conservation of mass, the conservation of linear momentum, the conservation of energy. 04/04/2017 LECTURE 33 Geometric Interpretation of Stream Function: In the last class, you came to know about the different types of boundary conditions that needs to be applied to solve the governing equations

More information

By drawing Mohr s circle, the stress transformation in 2-D can be done graphically. + σ x σ y. cos 2θ + τ xy sin 2θ, (1) sin 2θ + τ xy cos 2θ.

By drawing Mohr s circle, the stress transformation in 2-D can be done graphically. + σ x σ y. cos 2θ + τ xy sin 2θ, (1) sin 2θ + τ xy cos 2θ. Mohr s Circle By drawing Mohr s circle, the stress transformation in -D can be done graphically. σ = σ x + σ y τ = σ x σ y + σ x σ y cos θ + τ xy sin θ, 1 sin θ + τ xy cos θ. Note that the angle of rotation,

More information

Module 2: Governing Equations and Hypersonic Relations

Module 2: Governing Equations and Hypersonic Relations Module 2: Governing Equations and Hypersonic Relations Lecture -2: Mass Conservation Equation 2.1 The Differential Equation for mass conservation: Let consider an infinitely small elemental control volume

More information

CH.1. DESCRIPTION OF MOTION. Continuum Mechanics Course (MMC)

CH.1. DESCRIPTION OF MOTION. Continuum Mechanics Course (MMC) CH.1. DESCRIPTION OF MOTION Continuum Mechanics Course (MMC) Overview 1.1. Definition of the Continuous Medium 1.1.1. Concept of Continuum 1.1.. Continuous Medium or Continuum 1.. Equations of Motion 1..1

More information

M E 320 Professor John M. Cimbala Lecture 10

M E 320 Professor John M. Cimbala Lecture 10 M E 320 Professor John M. Cimbala Lecture 10 Today, we will: Finish our example problem rates of motion and deformation of fluid particles Discuss the Reynolds Transport Theorem (RTT) Show how the RTT

More information

MAE Continuum Mechanics Course Notes

MAE Continuum Mechanics Course Notes Course Notes Brandon Runnels Contents LECTURE 1 0 Introduction 1.1 0.1 Motivation........................................ 1.1 0.2 Notation......................................... 1.2 0.2.1 Sets......................................

More information

Chapter 3 Stress, Strain, Virtual Power and Conservation Principles

Chapter 3 Stress, Strain, Virtual Power and Conservation Principles Chapter 3 Stress, Strain, irtual Power and Conservation Principles 1 Introduction Stress and strain are key concepts in the analytical characterization of the mechanical state of a solid body. While stress

More information

Strain Transformation equations

Strain Transformation equations Strain Transformation equations R. Chandramouli Associate Dean-Research SASTRA University, Thanjavur-613 401 Joint Initiative of IITs and IISc Funded by MHRD Page 1 of 8 Table of Contents 1. Stress transformation

More information

Going with the flow: A study of Lagrangian derivatives

Going with the flow: A study of Lagrangian derivatives 1 Going with the flow: A study of Lagrangian derivatives Jean-Luc Thiffeault Department of Applied Physics and Applied Mathematics Columbia University http://plasma.ap.columbia.edu/~jeanluc/ 12 February

More information

Mechanics of materials Lecture 4 Strain and deformation

Mechanics of materials Lecture 4 Strain and deformation Mechanics of materials Lecture 4 Strain and deformation Reijo Kouhia Tampere University of Technology Department of Mechanical Engineering and Industrial Design Wednesday 3 rd February, 206 of a continuum

More information

CONSERVATION OF MASS AND BALANCE OF LINEAR MOMENTUM

CONSERVATION OF MASS AND BALANCE OF LINEAR MOMENTUM CONSERVATION OF MASS AND BALANCE OF LINEAR MOMENTUM Summary of integral theorems Material time derivative Reynolds transport theorem Principle of conservation of mass Principle of balance of linear momentum

More information

Professor George C. Johnson. ME185 - Introduction to Continuum Mechanics. Midterm Exam II. ) (1) x

Professor George C. Johnson. ME185 - Introduction to Continuum Mechanics. Midterm Exam II. ) (1) x Spring, 997 ME85 - Introduction to Continuum Mechanics Midterm Exam II roblem. (+ points) (a) Let ρ be the mass density, v be the velocity vector, be the Cauchy stress tensor, and b be the body force per

More information

PEAT SEISMOLOGY Lecture 2: Continuum mechanics

PEAT SEISMOLOGY Lecture 2: Continuum mechanics PEAT8002 - SEISMOLOGY Lecture 2: Continuum mechanics Nick Rawlinson Research School of Earth Sciences Australian National University Strain Strain is the formal description of the change in shape of a

More information

Continuum Mechanics Fundamentals

Continuum Mechanics Fundamentals Continuum Mechanics Fundamentals James R. Rice, notes for ES 220, 12 November 2009; corrections 9 December 2009 Conserved Quantities Let a conseved quantity have amount F per unit volume. Examples are

More information

2 Kinematics of Deformation

2 Kinematics of Deformation 2 Kinematics of Deformation In this chapter we briefly summarize the fundamental relations of the kinematics of large deformations, restricting ourselves to the applications we have in mind. For concise

More information

4.3 Momentum Balance Principles

4.3 Momentum Balance Principles 4.3 Momentum Balance Principles 4.3.1 Balance of linear angular momentum in spatial material description Consider a continuum body B with a set of particles occupying an arbitrary region Ω with boundary

More information

Multiple Integrals and Vector Calculus (Oxford Physics) Synopsis and Problem Sets; Hilary 2015

Multiple Integrals and Vector Calculus (Oxford Physics) Synopsis and Problem Sets; Hilary 2015 Multiple Integrals and Vector Calculus (Oxford Physics) Ramin Golestanian Synopsis and Problem Sets; Hilary 215 The outline of the material, which will be covered in 14 lectures, is as follows: 1. Introduction

More information

Chap. 1. Some Differential Geometric Tools

Chap. 1. Some Differential Geometric Tools Chap. 1. Some Differential Geometric Tools 1. Manifold, Diffeomorphism 1.1. The Implicit Function Theorem ϕ : U R n R n p (0 p < n), of class C k (k 1) x 0 U such that ϕ(x 0 ) = 0 rank Dϕ(x) = n p x U

More information

Physical Conservation and Balance Laws & Thermodynamics

Physical Conservation and Balance Laws & Thermodynamics Chapter 4 Physical Conservation and Balance Laws & Thermodynamics The laws of classical physics are, for the most part, expressions of conservation or balances of certain quantities: e.g. mass, momentum,

More information

CH.3. COMPATIBILITY EQUATIONS. Multimedia Course on Continuum Mechanics

CH.3. COMPATIBILITY EQUATIONS. Multimedia Course on Continuum Mechanics CH.3. COMPATIBILITY EQUATIONS Multimedia Course on Continuum Mechanics Overview Introduction Lecture 1 Compatibility Conditions Lecture Compatibility Equations of a Potential Vector Field Lecture 3 Compatibility

More information

Navier-Stokes Equation: Principle of Conservation of Momentum

Navier-Stokes Equation: Principle of Conservation of Momentum Navier-tokes Equation: Principle of Conservation of Momentum R. hankar ubramanian Department of Chemical and Biomolecular Engineering Clarkson University Newton formulated the principle of conservation

More information

Lecture 3: 1. Lecture 3.

Lecture 3: 1. Lecture 3. Lecture 3: 1 Lecture 3. Lecture 3: 2 Plan for today Summary of the key points of the last lecture. Review of vector and tensor products : the dot product (or inner product ) and the cross product (or vector

More information

M E 320 Professor John M. Cimbala Lecture 10. The Reynolds Transport Theorem (RTT) (Section 4-6)

M E 320 Professor John M. Cimbala Lecture 10. The Reynolds Transport Theorem (RTT) (Section 4-6) M E 320 Professor John M. Cimbala Lecture 10 Today, we will: Discuss the Reynolds Transport Theorem (RTT) Show how the RTT applies to the conservation laws Begin Chapter 5 Conservation Laws D. The Reynolds

More information

PEAT SEISMOLOGY Lecture 3: The elastic wave equation

PEAT SEISMOLOGY Lecture 3: The elastic wave equation PEAT8002 - SEISMOLOGY Lecture 3: The elastic wave equation Nick Rawlinson Research School of Earth Sciences Australian National University Equation of motion The equation of motion can be derived by considering

More information

Optimal Control. Lecture 18. Hamilton-Jacobi-Bellman Equation, Cont. John T. Wen. March 29, Ref: Bryson & Ho Chapter 4.

Optimal Control. Lecture 18. Hamilton-Jacobi-Bellman Equation, Cont. John T. Wen. March 29, Ref: Bryson & Ho Chapter 4. Optimal Control Lecture 18 Hamilton-Jacobi-Bellman Equation, Cont. John T. Wen Ref: Bryson & Ho Chapter 4. March 29, 2004 Outline Hamilton-Jacobi-Bellman (HJB) Equation Iterative solution of HJB Equation

More information

3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1

3 2 6 Solve the initial value problem u ( t) 3. a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1 Math Problem a- If A has eigenvalues λ =, λ = 1 and corresponding eigenvectors 1 3 6 Solve the initial value problem u ( t) = Au( t) with u (0) =. 3 1 u 1 =, u 1 3 = b- True or false and why 1. if A is

More information

V (r,t) = i ˆ u( x, y,z,t) + ˆ j v( x, y,z,t) + k ˆ w( x, y, z,t)

V (r,t) = i ˆ u( x, y,z,t) + ˆ j v( x, y,z,t) + k ˆ w( x, y, z,t) IV. DIFFERENTIAL RELATIONS FOR A FLUID PARTICLE This chapter presents the development and application of the basic differential equations of fluid motion. Simplifications in the general equations and common

More information

Chapter 0. Preliminaries. 0.1 Things you should already know

Chapter 0. Preliminaries. 0.1 Things you should already know Chapter 0 Preliminaries These notes cover the course MATH45061 (Continuum Mechanics) and are intended to supplement the lectures. The course does not follow any particular text, so you do not need to buy

More information

A CONTINUUM MECHANICS PRIMER

A CONTINUUM MECHANICS PRIMER A CONTINUUM MECHANICS PRIMER On Constitutive Theories of Materials I-SHIH LIU Rio de Janeiro Preface In this note, we concern only fundamental concepts of continuum mechanics for the formulation of basic

More information

1.2 - Stress Tensor Marine Hydrodynamics Lecture 3

1.2 - Stress Tensor Marine Hydrodynamics Lecture 3 13.021 Marine Hyroynamics, Fall 2004 Lecture 3 Copyright c 2004 MIT - Department of Ocean Engineering, All rights reserve. 1.2 - Stress Tensor 13.021 Marine Hyroynamics Lecture 3 Stress Tensor τ ij:. The

More information

Week 2 Notes, Math 865, Tanveer

Week 2 Notes, Math 865, Tanveer Week 2 Notes, Math 865, Tanveer 1. Incompressible constant density equations in different forms Recall we derived the Navier-Stokes equation for incompressible constant density, i.e. homogeneous flows:

More information

12. Stresses and Strains

12. Stresses and Strains 12. Stresses and Strains Finite Element Method Differential Equation Weak Formulation Approximating Functions Weighted Residuals FEM - Formulation Classification of Problems Scalar Vector 1-D T(x) u(x)

More information

Caltech Ph106 Fall 2001

Caltech Ph106 Fall 2001 Caltech h106 Fall 2001 ath for physicists: differential forms Disclaimer: this is a first draft, so a few signs might be off. 1 Basic properties Differential forms come up in various parts of theoretical

More information

Continuum mechanics V. Constitutive equations. 1. Constitutive equation: definition and basic axioms

Continuum mechanics V. Constitutive equations. 1. Constitutive equation: definition and basic axioms Continuum mechanics office Math 0.107 ales.janka@unifr.ch http://perso.unifr.ch/ales.janka/mechanics Mars 16, 2011, Université de Fribourg 1. Constitutive equation: definition and basic axioms Constitutive

More information

Solutions for Fundamentals of Continuum Mechanics. John W. Rudnicki

Solutions for Fundamentals of Continuum Mechanics. John W. Rudnicki Solutions for Fundamentals of Continuum Mechanics John W. Rudnicki December, 015 ii Contents I Mathematical Preliminaries 1 1 Vectors 3 Tensors 7 3 Cartesian Coordinates 9 4 Vector (Cross) Product 13 5

More information

ICES REPORT February Saumik Dana and Mary F. Wheeler

ICES REPORT February Saumik Dana and Mary F. Wheeler ICE REPORT 18-2 February 218 A framework for arriving at bounds on effective moduli in heterogeneous poroelastic solids by aumik Dana and Mary F. Wheeler The Institute for Computational Engineering and

More information

Evolution of sharp fronts for the surface quasi-geostrophic equation

Evolution of sharp fronts for the surface quasi-geostrophic equation Evolution of sharp fronts for the surface quasi-geostrophic equation José Luis Rodrigo University of Warwick supported by ERC Consolidator 616797 UIMP - Frontiers of Mathematics IV July 23rd 2015 José

More information

Pendulum with a vibrating base

Pendulum with a vibrating base Pendulum with a vibrating base Chennai, March 14, 2006 1 1 Fast perturbations- rapidly oscillating perturbations We consider perturbations of a Hamiltonian perturbed by rapid oscillations. Later we apply

More information

Chapter 4: Fluid Kinematics

Chapter 4: Fluid Kinematics Overview Fluid kinematics deals with the motion of fluids without considering the forces and moments which create the motion. Items discussed in this Chapter. Material derivative and its relationship to

More information

This introductory chapter presents some basic concepts of continuum mechanics, symbols and notations for future reference.

This introductory chapter presents some basic concepts of continuum mechanics, symbols and notations for future reference. Chapter 1 Introduction to Elasticity This introductory chapter presents some basic concepts of continuum mechanics, symbols and notations for future reference. 1.1 Kinematics of finite deformations We

More information

Linear and Nonlinear Oscillators (Lecture 2)

Linear and Nonlinear Oscillators (Lecture 2) Linear and Nonlinear Oscillators (Lecture 2) January 25, 2016 7/441 Lecture outline A simple model of a linear oscillator lies in the foundation of many physical phenomena in accelerator dynamics. A typical

More information

Nonlinear Waves: Woods Hole GFD Program 2009

Nonlinear Waves: Woods Hole GFD Program 2009 Nonlinear Waves: Woods Hole GFD Program 2009 Roger Grimshaw Loughborough University, UK July 13, 2009 Lecture 10: Wave-Mean Flow Interaction, Part II The Great Wave at Kanagawa 929 (JP1847) The Great Wave

More information

Lecture #6: 3D Rate-independent Plasticity (cont.) Pressure-dependent plasticity

Lecture #6: 3D Rate-independent Plasticity (cont.) Pressure-dependent plasticity Lecture #6: 3D Rate-independent Plasticity (cont.) Pressure-dependent plasticity by Borja Erice and Dirk Mohr ETH Zurich, Department of Mechanical and Process Engineering, Chair of Computational Modeling

More information

2.3 Calculus of variations

2.3 Calculus of variations 2.3 Calculus of variations 2.3.1 Euler-Lagrange equation The action functional S[x(t)] = L(x, ẋ, t) dt (2.3.1) which maps a curve x(t) to a number, can be expanded in a Taylor series { S[x(t) + δx(t)]

More information

Mathematical Tripos Part IA Lent Term Example Sheet 1. Calculate its tangent vector dr/du at each point and hence find its total length.

Mathematical Tripos Part IA Lent Term Example Sheet 1. Calculate its tangent vector dr/du at each point and hence find its total length. Mathematical Tripos Part IA Lent Term 205 ector Calculus Prof B C Allanach Example Sheet Sketch the curve in the plane given parametrically by r(u) = ( x(u), y(u) ) = ( a cos 3 u, a sin 3 u ) with 0 u

More information

Vector Derivatives and the Gradient

Vector Derivatives and the Gradient ECE 275AB Lecture 10 Fall 2008 V1.1 c K. Kreutz-Delgado, UC San Diego p. 1/1 Lecture 10 ECE 275A Vector Derivatives and the Gradient ECE 275AB Lecture 10 Fall 2008 V1.1 c K. Kreutz-Delgado, UC San Diego

More information

Symmetry and Properties of Crystals (MSE638) Stress and Strain Tensor

Symmetry and Properties of Crystals (MSE638) Stress and Strain Tensor Symmetry and Properties of Crystals (MSE638) Stress and Strain Tensor Somnath Bhowmick Materials Science and Engineering, IIT Kanpur April 6, 2018 Tensile test and Hooke s Law Upto certain strain (0.75),

More information

Chapter 3. Forces, Momentum & Stress. 3.1 Newtonian mechanics: a very brief résumé

Chapter 3. Forces, Momentum & Stress. 3.1 Newtonian mechanics: a very brief résumé Chapter 3 Forces, Momentum & Stress 3.1 Newtonian mechanics: a very brief résumé In classical Newtonian particle mechanics, particles (lumps of matter) only experience acceleration when acted on by external

More information

A short review of continuum mechanics

A short review of continuum mechanics A short review of continuum mechanics Professor Anette M. Karlsson, Department of Mechanical ngineering, UD September, 006 This is a short and arbitrary review of continuum mechanics. Most of this material

More information

Uniqueness theorems, Separation of variables for Poisson's equation

Uniqueness theorems, Separation of variables for Poisson's equation NPTEL Syllabus Electrodynamics - Web course COURSE OUTLINE The course is a one semester advanced course on Electrodynamics at the M.Sc. Level. It will start by revising the behaviour of electric and magnetic

More information

Dynamics. Basilio Bona. Semester 1, DAUIN Politecnico di Torino. B. Bona (DAUIN) Dynamics Semester 1, / 18

Dynamics. Basilio Bona. Semester 1, DAUIN Politecnico di Torino. B. Bona (DAUIN) Dynamics Semester 1, / 18 Dynamics Basilio Bona DAUIN Politecnico di Torino Semester 1, 2016-17 B. Bona (DAUIN) Dynamics Semester 1, 2016-17 1 / 18 Dynamics Dynamics studies the relations between the 3D space generalized forces

More information

Physics 411 Lecture 7. Tensors. Lecture 7. Physics 411 Classical Mechanics II

Physics 411 Lecture 7. Tensors. Lecture 7. Physics 411 Classical Mechanics II Physics 411 Lecture 7 Tensors Lecture 7 Physics 411 Classical Mechanics II September 12th 2007 In Electrodynamics, the implicit law governing the motion of particles is F α = m ẍ α. This is also true,

More information

1. Tensor of Rank 2 If Φ ij (x, y) satisfies: (a) having four components (9 for 3-D). (b) when the coordinate system is changed from x i to x i,

1. Tensor of Rank 2 If Φ ij (x, y) satisfies: (a) having four components (9 for 3-D). (b) when the coordinate system is changed from x i to x i, 1. Tensor of Rank 2 If Φ ij (x, y satisfies: (a having four components (9 for 3-D. Φ i j (x 1, x 2 = β i iβ j jφ ij (x 1, x 2. Example 1: ( 1 0 0 1 Φ i j = ( 1 0 0 1 To prove whether this is a tensor or

More information

Tensor Analysis in Euclidean Space

Tensor Analysis in Euclidean Space Tensor Analysis in Euclidean Space James Emery Edited: 8/5/2016 Contents 1 Classical Tensor Notation 2 2 Multilinear Functionals 4 3 Operations With Tensors 5 4 The Directional Derivative 5 5 Curvilinear

More information

Chapter 2: Fluid Dynamics Review

Chapter 2: Fluid Dynamics Review 7 Chapter 2: Fluid Dynamics Review This chapter serves as a short review of basic fluid mechanics. We derive the relevant transport equations (or conservation equations), state Newton s viscosity law leading

More information

Thermodynamic form of the equation of motion for perfect fluids of grade n

Thermodynamic form of the equation of motion for perfect fluids of grade n Thermodynamic form of the equation of motion for perfect fluids of grade n Henri Gouin To cite this version: Henri Gouin. Thermodynamic form of the equation of motion for perfect fluids of grade n. Comptes

More information

In this section, thermoelasticity is considered. By definition, the constitutive relations for Gradθ. This general case

In this section, thermoelasticity is considered. By definition, the constitutive relations for Gradθ. This general case Section.. Thermoelasticity In this section, thermoelasticity is considered. By definition, the constitutive relations for F, θ, Gradθ. This general case such a material depend only on the set of field

More information

Fluid Dynamics Exercises and questions for the course

Fluid Dynamics Exercises and questions for the course Fluid Dynamics Exercises and questions for the course January 15, 2014 A two dimensional flow field characterised by the following velocity components in polar coordinates is called a free vortex: u r

More information

2.20 Marine Hydrodynamics Lecture 3

2.20 Marine Hydrodynamics Lecture 3 2.20 Marine Hyroynamics, Fall 2018 Lecture 3 Copyright c 2018 MIT - Department of Mechanical Engineering, All rights reserve. 1.7 Stress Tensor 2.20 Marine Hyroynamics Lecture 3 1.7.1 Stress Tensor τ ij

More information

Mathematical Concepts & Notation

Mathematical Concepts & Notation Mathematical Concepts & Notation Appendix A: Notation x, δx: a small change in x t : the partial derivative with respect to t holding the other variables fixed d : the time derivative of a quantity that

More information

Mathematical Background

Mathematical Background CHAPTER ONE Mathematical Background This book assumes a background in the fundamentals of solid mechanics and the mechanical behavior of materials, including elasticity, plasticity, and friction. A previous

More information

Basic Theorems in Dynamic Elasticity

Basic Theorems in Dynamic Elasticity Basic Theorems in Dynamic Elasticity 1. Stress-Strain relationships 2. Equation of motion 3. Uniqueness and reciprocity theorems 4. Elastodynamic Green s function 5. Representation theorems Víctor M. CRUZ-ATIENZA

More information

Surface force on a volume element.

Surface force on a volume element. STRESS and STRAIN Reading: Section. of Stein and Wysession. In this section, we will see how Newton s second law and Generalized Hooke s law can be used to characterize the response of continuous medium

More information

1 Macroscopic Maxwell s equations

1 Macroscopic Maxwell s equations This lecture purports to the macroscopic Maxwell s equations in the differential forms and their revealation about the propagation of light in vacuum and in matter. Microscopic Maxwell s equations and

More information

Elastic Wave Theory. LeRoy Dorman Room 436 Ritter Hall Tel: Based on notes by C. R. Bentley. Version 1.

Elastic Wave Theory. LeRoy Dorman Room 436 Ritter Hall Tel: Based on notes by C. R. Bentley. Version 1. Elastic Wave Theory LeRoy Dorman Room 436 Ritter Hall Tel: 4-2406 email: ldorman@ucsd.edu Based on notes by C. R. Bentley. Version 1.1, 20090323 1 Chapter 1 Tensors Elastic wave theory is concerned with

More information

MA102: Multivariable Calculus

MA102: Multivariable Calculus MA102: Multivariable Calculus Rupam Barman and Shreemayee Bora Department of Mathematics IIT Guwahati Differentiability of f : U R n R m Definition: Let U R n be open. Then f : U R n R m is differentiable

More information

Optimization. Escuela de Ingeniería Informática de Oviedo. (Dpto. de Matemáticas-UniOvi) Numerical Computation Optimization 1 / 30

Optimization. Escuela de Ingeniería Informática de Oviedo. (Dpto. de Matemáticas-UniOvi) Numerical Computation Optimization 1 / 30 Optimization Escuela de Ingeniería Informática de Oviedo (Dpto. de Matemáticas-UniOvi) Numerical Computation Optimization 1 / 30 Unconstrained optimization Outline 1 Unconstrained optimization 2 Constrained

More information

CH.1. DESCRIPTION OF MOTION. Multimedia Course on Continuum Mechanics

CH.1. DESCRIPTION OF MOTION. Multimedia Course on Continuum Mechanics CH.1. DESCRIPTION OF MOTION Multimedia Course on Continuum Mechanics Overview 1.1. Definition of the Continuous Medium 1.1.1. Concept of Continuum 1.1.2. Continuous Medium or Continuum 1.2. Equations of

More information

Linearized theory of elasticity

Linearized theory of elasticity Linearized theory of elasticity Arie Verhoeven averhoev@win.tue.nl CASA Seminar, May 24, 2006 Seminar: Continuum mechanics 1 Stress and stress principles Bart Nowak March 8 2 Strain and deformation Mark

More information

CONTINUUM MECHANICS. lecture notes 2003 jp dr.-ing. habil. ellen kuhl technical university of kaiserslautern

CONTINUUM MECHANICS. lecture notes 2003 jp dr.-ing. habil. ellen kuhl technical university of kaiserslautern CONTINUUM MECHANICS lecture notes 2003 jp dr.-ing. habil. ellen kuhl technical university of kaiserslautern Contents Tensor calculus. Tensor algebra.................................... Vector algebra.................................

More information

Math 4263 Homework Set 1

Math 4263 Homework Set 1 Homework Set 1 1. Solve the following PDE/BVP 2. Solve the following PDE/BVP 2u t + 3u x = 0 u (x, 0) = sin (x) u x + e x u y = 0 u (0, y) = y 2 3. (a) Find the curves γ : t (x (t), y (t)) such that that

More information

g(t) = f(x 1 (t),..., x n (t)).

g(t) = f(x 1 (t),..., x n (t)). Reading: [Simon] p. 313-333, 833-836. 0.1 The Chain Rule Partial derivatives describe how a function changes in directions parallel to the coordinate axes. Now we shall demonstrate how the partial derivatives

More information

Continuum Mechanics Lecture 4 Fluid dynamics

Continuum Mechanics Lecture 4 Fluid dynamics Continuum Mechanics Lecture 4 Flui ynamics Prof. http://www.itp.uzh.ch/~teyssier Outline - Flui kinematics - Mass an momentum conservation laws - The energy equation - Real fluis - Ieal fluis - Incompressible

More information

Kinematics. Basilio Bona. Semester 1, DAUIN Politecnico di Torino. B. Bona (DAUIN) Kinematics Semester 1, / 15

Kinematics. Basilio Bona. Semester 1, DAUIN Politecnico di Torino. B. Bona (DAUIN) Kinematics Semester 1, / 15 Kinematics Basilio Bona DAUIN Politecnico di Torino Semester 1, 2016-17 B. Bona (DAUIN) Kinematics Semester 1, 2016-17 1 / 15 Introduction The kinematic quantities used to represent a body frame are: position

More information

Dynamics 12e. Copyright 2010 Pearson Education South Asia Pte Ltd. Chapter 20 3D Kinematics of a Rigid Body

Dynamics 12e. Copyright 2010 Pearson Education South Asia Pte Ltd. Chapter 20 3D Kinematics of a Rigid Body Engineering Mechanics: Dynamics 12e Chapter 20 3D Kinematics of a Rigid Body Chapter Objectives Kinematics of a body subjected to rotation about a fixed axis and general plane motion. Relative-motion analysis

More information

1MA6 Partial Differentiation and Multiple Integrals: I

1MA6 Partial Differentiation and Multiple Integrals: I 1MA6/1 1MA6 Partial Differentiation and Multiple Integrals: I Dr D W Murray Michaelmas Term 1994 1. Total differential. (a) State the conditions for the expression P (x, y)dx+q(x, y)dy to be the perfect

More information

{ } is an asymptotic sequence.

{ } is an asymptotic sequence. AMS B Perturbation Methods Lecture 3 Copyright by Hongyun Wang, UCSC Recap Iterative method for finding asymptotic series requirement on the iteration formula to make it work Singular perturbation use

More information

2.3 BASIC EQUATIONS OF CONTINUUM MECHANICS

2.3 BASIC EQUATIONS OF CONTINUUM MECHANICS 211 2.3 BASIC EQUATIONS OF CONTINUUM MECHANICS Continuum mechanics is the study of how materials behave when subjected to external influences. External influences which affect the properties of a substance

More information

CH.5. BALANCE PRINCIPLES. Multimedia Course on Continuum Mechanics

CH.5. BALANCE PRINCIPLES. Multimedia Course on Continuum Mechanics CH.5. BALANCE PRINCIPLES Multimedia Course on Continuum Mechanics Overview Balance Principles Convective Flux or Flux by Mass Transport Local and Material Derivative of a olume Integral Conservation of

More information

Chapter 3 Kinematics in Two Dimensions; Vectors

Chapter 3 Kinematics in Two Dimensions; Vectors Chapter 3 Kinematics in Two Dimensions; Vectors Vectors and Scalars Addition of Vectors Graphical Methods (One and Two- Dimension) Multiplication of a Vector by a Scalar Subtraction of Vectors Graphical

More information

NONLINEAR CONTINUUM FORMULATIONS CONTENTS

NONLINEAR CONTINUUM FORMULATIONS CONTENTS NONLINEAR CONTINUUM FORMULATIONS CONTENTS Introduction to nonlinear continuum mechanics Descriptions of motion Measures of stresses and strains Updated and Total Lagrangian formulations Continuum shell

More information

Scientific Computing I

Scientific Computing I Scientific Computing I Module 8: An Introduction to Finite Element Methods Tobias Neckel Winter 2013/2014 Module 8: An Introduction to Finite Element Methods, Winter 2013/2014 1 Part I: Introduction to

More information