Quasi-Harmonic Theory of Thermal Expansion
|
|
- Allan Hubbard
- 5 years ago
- Views:
Transcription
1 Chapter 5 Quasi-Harmonic Theory of Thermal Expansion 5.1 Introduction The quasi-harmonic approximation is a computationally efficient method for evaluating thermal properties of materials. Planes and Manosa [1] reports the variation of mode Gruneisen parameter [GP] calculated for Cu based alloys. Anil et al. [] and Jayachandran and Liu [] have used the same procedure to calculate the GP for various crystals. The determination of GP, which measure the strain dependence of the lattice vibrational frequencies is a subect of much attention, due to their importance in understanding the macroscopic behaviour of solids. The anharmonicity of a crystal lattice can be studied using GPs which in turn can shed more light on the thermal properties. At low temperatures thermal expansion coefficient of any crystal is mainly determined by the acoustic modes of the elastic waves and their dependence on the strains of the lattice. For cubic materials it is enough to consider the dependence of the frequency on the volume strain. The behavior of thermal expansion coefficient α at low temperatures is governed by the generalised mode GP γ (θ,φ). Manosa and Planes [1] and Anil et al. [] reports that using the generalized GP, the low temperature limit of the GP can be calculated. In the harmonic approximation, the atom executes symmetric
2 101 vibrations about its mean position. At higher temperatures, the vibrations become more and more vigorous but the mean position of the atom remains unchanged. Thus in a harmonic solid, there can be no thermal expansion. Therefore, the Gruneisen s constant is zero for a harmonic solid. Hence, deviations of γ from zero can be interpreted as a direct measure of anharmonicity. The thermal expansion of a solid, therefore, is a property arising strictly due to the anharmonicity of the lattice. A simple method of taking the anharmonicity of the lattice vibrations into account is the quasi-harmonic approximation. Here, the vibrations are assumed to be harmonic even in a strained lattice but the interatomic forces and hence the lattice frequencies are assumed to be functions of the strain components in the lattice. The thermal energy of a simple lattice is treated as the energy of a spectrum of elastic waves, having at any temperature a certain maximum frequency of vibration. The variation of mode GPs of Cu based MA have been studied as a function of propagation direction at various temperatures. Planes and Manosa. [1] showed that complementary information on vibrational anharmonicity can be obtained by plotting the GPs as a function of direction of the applied uniaxial stress [1]. Variation of mode GP of Cu based alloys are plotted for deferent propagation directions at deferent temperatures by Comas et al. [4] and Jurado et al. [5]. agasawa et al. [6,7] have determined GPs for several shape memory alloys at room temperature. These are the results of experimental studies and theoretical investigations are yet to be reported. The present study aims at theoretical evaluation of mode GPs and hence the low temperature limits of the thermal
3 10 expansion of selected Cu based shape memory alloys Cu-Al-i, Cu-Al-Zn, Cu- Al-Be and Cu-Al-Pd. 5. Quasi-harmonic Theory of Thermal Expansion In the harmonic approximation, the atoms in a solid are assumed to oscillate symmetrically about their equilibrium positions, which remain unaltered irrespective of the temperature. The thermal expansion of a solid, therefore, is a property arising strictly due to the anharmonicity of the lattice. In the quasiharmonic approximation, the oscillations are still assumed to be harmonic in nature but the frequencies are taken to be functions of the strain components in the lattice. The strained state of the lattice is specified fully by the six strain components η rs (r, s = 1,, ; η rs = η sr ). A normal mode with frequency ω(q,) makes a contribution F(q,) to the total vibrational free energy F vib, given by F(q,) = K B T[½X + log(1 e X )] (5.1) where X = h ω(q,) / K B T and h = h/π, h being the Plank s constant, K B is the Boltzmann s constant, T is the absolute temperature and q is the wave vector of the th acoustic mode. The total vibrational free energy is, therefore F vib = F(q,) q,
4 10 = K B T [½X + log (1 e X )] (5.) q, The thermal expansion coefficients α lm of a crystal of volume V are obtained as Vα lm = F vib σ lm T T σ σ,, = lm,rs γ rs (q,) K B σ[ω(q,), T] (5.) q, rs Here, thermal expansion coefficient α lm = ηlm (5.4) T σ σ lm are the components of the stress tensor lm,rs are the compliance coefficients relating η rs and σ lm and γ rs (q,) = log ω ( q, ) (5.5) ηrs T where, γ rs are the generalised GPs of the normal mode frequencies. In equation (5.), the subscript σ and T means that all other σ ik and temperature are to be held constant while differentiating with respect to σ lm and subscript σ means that all σ lm are held constant. σ[ω(q,),t] = X e X /(1 e X ) is the Einstein specific heat function. (5.6) (i) In the quasi-harmonic approximation, the GPs are assumed to be constants independent of temperature. It is more advantageous to choose such strains that
5 104 do not alter the crystal symmetry, instead of choosing any arbitrary strain, while defining γ (θ,φ). For cubic symmetry as we know, there is only one principal thermal expansion coefficient namely α, which can be along either of the three axial directions. Thus it is convenient to use a uniform longitudinal strain along one of the three principal axis for the determination of the thermal expansion. Then η 11 = η = η = ε = dlog a, where a is the lattice parameter and all other η rs vanish. γ 11 (q,) = γ (q,) = γ (q,) = γ (q,) = logω( q, ) log a (5.7) From equation (1.5), we now obtain Vα = [ ] γ(q,) K B σ(ω (q,),t) (5.8) q, The effective Gruneisen Parameters are defined as γ(t) = [( C 11 +C1 ) α ] V/ Cp (5.9) The C i are the adiabatic elastic constants, Cp is the specific heat at constant pressure and V is the volume of the crystal. Comparing equations (5.9) with (5.8), we get
6 105 γ (T) = γ ( q, ) σ q, σ q, [ ω( q, ), T ] [ ω( q, ), T ] (5.10) The expression (5.10) gives the temperature dependence of effective GP. In the low temperature limit, only the low frequency acoustic modes make a contribution to the specific heat. The number of such normal modes in the th acoustic branch is proportional to v ( θφ, ), where v (θ,φ) is the velocity of the th acoustic mode travelling in the direction (θ,φ). The GP γ(q,) depends only on the branch index and the direction (θ,φ). It is independent of the magnitude of the wave vector q. The effective lattice GPs γ thus approach the limits defined below, at low temperatures. Lt T 0 γ ( θ, φ) v ( θ, φ) dω = 1 γ (T) = γ L = (5.11) v ( θ, φ) dω = 1 where γ(θ,φ) are the GPs for the acoustic modes propagating in the direction (θ,φ). Calculation of the low temperature limit γ L is possible knowing the pressure derivatives of the second-order elastic constants (OEC) or the thirdorder elastic constants (TOEC) of the crystal. The evaluation of the low temperature limits γ L for the selected Cu based shape memory alloys is given in the following section.
7 Procedure to Obtain the Lattice Thermal Expansion The low temperature limit of the GP γ L depends on the generalised GPs γ (θ,φ) of the acoustic modes propagating in different directions in the crystal lattice along with its velocity. A method of calculation of the generalised GPs γ (θ,φ) for selected Cu based shape memory alloys from their higher order elastic constants is presented here. A medium is homogeneously strained when the components of the strain tensor η i do not vary from point to point, in the medium [BnHng]. Let the coordinates of the lattice point in the strained state be X i (i = 1,, ). When the lattice is given infinitesimal displacements u i from the strained state, the resulting state is referred by the co-ordinates x i = X i + u i the equation of motion is ρ&&x = x k τ k (5.1) where ρ is the density in the strained state and τ k is the stress tensor. The condition of equilibrium requires that the stress tensor be symmetric, i.e., τ k = τ k (5.1) We have for the Jacobian J x k 1 x J a k p = 0 (5.14)
8 107 Using equations (5.1) and (5.1), we can arrive at the following wave equation in a homogeneously strained lattice in terms of the displacements u. ρ o u&& = A k, pm u k a a p m (5.15) where J in equation (5.14) is defined as J = Det x i a (5.16) with a i (i = 1,, ) being the position co-ordinates of a lattice point in the unstrained state. In equation (5.15), ρ 0 is the density of the crystal before deformation and A k pm, = δ k t pm + X a q X a k i t η pm mi (5.17) where t pm U = η pm (5.18) The bar denotes that the quantities have to be evaluated in the homogeneously strained state of the lattice. δ k is the Kronecker delta symbol and η s are the Lagrangian strains. U is the internal energy of the lattice, which is a function of entropy and Lagrangian strain components η i. U can be expanded in powers of the strain parameters about the unstrained state as U = U 0 + 1! C i,kl η i η kl + 1! C i,kl,mn η i η kl η mn (5.19) ikl iklmn
9 108 The linear term in strain is absent because the unstrained state is one where U is minimum. C i,kl and C i,kl,mn are the second-and third-order elastic constants defined as C i,kl = U ηi η kl (5.0), 0 C i,kl,mn = U η η η i kl mn (5.1), 0 Here, the derivatives are to be evaluated at equilibrium configuration and at constant entropy. The elements of the position co-ordinates dx i are related to da i as dx i = xi a da = ( + ) = 1 δ ε da (5.) i i where ε i are deformation parameters. Using equations (5.19) and (5.), we get A k, pm in equation (5.17) to the first order in ε k as A k pm, = C p,mk + ( C + C ) rs p mk rs pm rs k rs,,, δ ε + C ε C ε (5.) q pq, mk q p, mq kq q
10 109 The plane wave solution in strained co-ordinate is u = u 0 exp iω t nx i i W (5.4) where W is the actual velocity of the wave in the strained state and ω the frequency of the wave in the strained state. n i are the direction cosines of wave propagation and t is the time. u, the displacements in equation (5.4) can be expressed as u = u 0 exp iω t a i i v (5.5) where v is the natural velocity and i are the direction cosines of the wave in the unstrained state. Let λ 0 be the wavelength of a given wave in the unstrained state travelling along a direction having direction cosines i. After deformation, the wavelength of the elastic wave changes to λ and the wave propagation direction also is changed and the corresponding direction cosines are n i. The frequency of the wave changes from ω 0 to ω. In the unstrained state, the actual velocity W 0 in the direction is W 0 = ωλ 0 0 π (5.6) In the strained state, the actual velocity W of the wave is W = ωλ π (5.7)
11 110 and the natural velocity of the wave is v = ωλ 0 π (5.8) The ratio ω ω 0 directly gives v W 0 without involving the changes in the dimensions. ubstituting (5.5) in (5.15), we get ρ 0 v u 0 = A pm k, pm u 0 p m k (5.9) The three linear homogeneous equations (5.9) corresponding to = 1,, can be solved only if ρ0v δ k -D k = 0 (5.0) where D k = A pm k, pmpm (5.1) giving the natural velocities for any direction of wave propagation. The generalised Gruneisen functions γ ( θ, φ ) for the th acoustic mode propagating in the direction (θ, φ) can be defined as γ = ( θ, φ) logv (θ, φ) logv (5.) where V is the molar volume of the crystal. v (θ,φ) is the natural velocity of the th acoustic mode propagating in the direction (θ,φ) when the lattice is
12 111 homogeneously strained by a uniform volume strain ε = dlogv. When a cubic crystal subected to a hydrostatic pressure, it will experience a uniform volume strain ε and we have ε xx = ε yy = ε zz ε =. The other components of ε i vanish. Expanding (5.1) using (5.) for this class of crystals with the non-vanishing terms + + ε ( C C + C + ) D xx = [ C ( + ) ] 11 x y z C44 ( C C + C + C + C ) y [ C1 + x ( C + C + C + C + C ) ] z D yy =[ C + C + C ] + ε ( C C + C + C + ) 44 x 11 y 44 z +( C C + C + C ) y [ C144 + x + + ( C + C + C + C + C ) ] z D zz =[ C + + C ] + ε ( C C + C + C + ) 44 ( x y ) 11 z +( C C + C + C + C ) y [ C 44 + x + + ( C + C + C + C ) ] z D xy =[ ( C + C ) ] ε ( C + C + C + C + C + C ) ] 1 44 x y D xz = [( C + C ) ] 1 44 x z [ x y [ x z + ε ( C C + C + C + C + C ) ] + (5.)
13 11 Putting ρ 0 v = X, the determinantal equation (5.0) can be expanded to give the cubic equation X AX + BX C = 0 (5.4) where A = D + D + D xx yy zz B = D D xx xy D D xy yy + D D yy D D yz yz zz + D D zz D D xz xz xx C = D D D xx xy xz D D D xy yy yz D D D xz yz zz (5.5) The coefficients A, B and C are functions of ε. In the unstrained state, i.e. when ε is zero, their values are A, B and C and the roots of the equation are X1, X and X. Differentiating equation (5.4) with respect to ε and using the definition γ ( θ, φ) = 1 logx ε, we have γ ( θ, φ) = 1 X X ε ( A + B) ( AB C ) ε X ( A 0 + B ) 0 (5.6) The derivatives of A, B and C are to be evaluated at equilibrium configuration. The low temperature limits of the effective GP can be calculated
14 11 using the individual generalised GP of the acoustic modes. In the present study we have considered the variation of the acoustic wave velocities and the generalised GPs as a function of θ, which gives the direction of wave propagation. At very low temperatures where only acoustic modes of long wavelength are predominant the low temperature limit of the GP is calculated using γ ( θ ) v ( θ ) dω = 1 γ L = (5.7) v ( θ ) dω = 1 Here, v (θ) is the velocity of the long wavelength acoustic modes of polarisation index and Ω is the solid angle. The low temperature limits in equation (5.7) is evaluated using the generalised GPs of the acoustic modes by numerical integration. ince the solid angle of the cone of semi-vertical angle θ is proportional to sinθ, the value γ X and X at any angle θ is multiplied by sinθ and the sum γ X sinθ over all θ values is taken to be proportional to γ X dω. Thus the low temperature limit is obtained as γ L = γ n = 1 n = 1 X X sinθ n sinθ n (5.8)
15 114 Jayachandran and Menon [8] reports that the Anderson-Gruneisen Parameter, which accounts for the intrinsic variation of the GP with pressure is given by dk δ = 1, (5.9) dp where K is the bulk modulus of the strained cubic crystal which is given by K 1 C 11 + C =. (5.40) Perin [9] reports that the Anderson Gruneisen Parameter is an important physical quantity, which has been used to describe the adiabatic bulk modulous of a crystalline solid. We can calculate the Anderson Gruneisen Parameter in terms of OEC and TOEC as ( C C11 + C1 ) δ = 1 (5.41) ( C + C ) 11 1 References 1. A. Planes and L. Manosa: olid tate Physics 55 (001) T. V. Anil, C. Menon, K K.Kumar and K. P. Jayachandran,: Journal of Physics and Chemistry of olids 65 (004) K. P. Jayachandran and L. Liu: Phys. Chem. Minerals (004). 4. A. G. Comas and L. Manosa: Philos. Mag. A 80 (000) 1681.
16 M.A. Jurado, M.Cankurtaran, L. Manosa and G.A. aunders: Phys. Rev. B 46 (199) A. agasawa, Y. Kuwabara, K. Morri, Fuchizaki and. Funahashi: Mater. Trans. JIM (199) A. agasawa and Yoshida: Mater. Trans. JIM 0 (1989) K. P. Jayachandran and C.. Menon: Physica C, 8 (00) G. Perin: J. Phys. Chem. olids 6 (001) 091.
16.20 HANDOUT #2 Fall, 2002 Review of General Elasticity
6.20 HANDOUT #2 Fall, 2002 Review of General Elasticity NOTATION REVIEW (e.g., for strain) Engineering Contracted Engineering Tensor Tensor ε x = ε = ε xx = ε ε y = ε 2 = ε yy = ε 22 ε z = ε 3 = ε zz =
More informationCrystal Relaxation, Elasticity, and Lattice Dynamics
http://exciting-code.org Crystal Relaxation, Elasticity, and Lattice Dynamics Pasquale Pavone Humboldt-Universität zu Berlin http://exciting-code.org PART I: Structure Optimization Pasquale Pavone Humboldt-Universität
More informationPEAT 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 informationNDT&E Methods: UT. VJ Technologies CAVITY INSPECTION. Nondestructive Testing & Evaluation TPU Lecture Course 2015/16.
CAVITY INSPECTION NDT&E Methods: UT VJ Technologies NDT&E Methods: UT 6. NDT&E: Introduction to Methods 6.1. Ultrasonic Testing: Basics of Elasto-Dynamics 6.2. Principles of Measurement 6.3. The Pulse-Echo
More information3D Elasticity Theory
3D lasticity Theory Many structural analysis problems are analysed using the theory of elasticity in which Hooke s law is used to enforce proportionality between stress and strain at any deformation level.
More informationStrain 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 informationCHAPTER VI. L W TEMPERATURE THERMAL EXPANSION OF YBa2Cu307 AND. GdBa Cu
CHAPTER VI L W TEMPERATURE THERMAL EXPANSION OF YBa2Cu307 AND GdBa Cu 0. 2 3 7 6.1 INTRODUCTION A method of calculation of Grunei sen parameters (GPs) from third order elastic constants is given. A brief
More informationChapter 3. The complex behaviour of metals under severe thermal and stress
Chapter 3 SECOND ORDER ELASTIC CONSTANTS, THIRD ORDER ELASTIC CONSTANTS, PRESSURE DERIVATIVES OF SECOND ORDER ELASTIC CONSTANTS AND THE LOW TEMPERATURE THERMAL EXPANSION OF D-TIN 3.1 Introduction The complex
More informationSolid State Theory Physics 545
olid tate Theory hysics 545 Mechanical properties of materials. Basics. tress and strain. Basic definitions. Normal and hear stresses. Elastic constants. tress tensor. Young modulus. rystal symmetry and
More information3 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 informationLecture 8. Stress Strain in Multi-dimension
Lecture 8. Stress Strain in Multi-dimension Module. General Field Equations General Field Equations [] Equilibrium Equations in Elastic bodies xx x y z yx zx f x 0, etc [2] Kinematics xx u x x,etc. [3]
More informationStress, Strain, Mohr s Circle
Stress, Strain, Mohr s Circle The fundamental quantities in solid mechanics are stresses and strains. In accordance with the continuum mechanics assumption, the molecular structure of materials is neglected
More informationSound Attenuation at High Temperatures in Pt
Vol. 109 006) ACTA PHYSICA POLONICA A No. Sound Attenuation at High Temperatures in Pt R.K. Singh and K.K. Pandey H.C.P.G. College, Varanasi-1001, U.P., India Received October 4, 005) Ultrasonic attenuation
More informationMechanics PhD Preliminary Spring 2017
Mechanics PhD Preliminary Spring 2017 1. (10 points) Consider a body Ω that is assembled by gluing together two separate bodies along a flat interface. The normal vector to the interface is given by n
More information3D and Planar Constitutive Relations
3D and Planar Constitutive Relations A School on Mechanics of Fibre Reinforced Polymer Composites Knowledge Incubation for TEQIP Indian Institute of Technology Kanpur PM Mohite Department of Aerospace
More informationMECH 5312 Solid Mechanics II. Dr. Calvin M. Stewart Department of Mechanical Engineering The University of Texas at El Paso
MECH 5312 Solid Mechanics II Dr. Calvin M. Stewart Department of Mechanical Engineering The University of Texas at El Paso Table of Contents Thermodynamics Derivation Hooke s Law: Anisotropic Elasticity
More informationContinuum mechanism: Stress and strain
Continuum mechanics deals with the relation between forces (stress, σ) and deformation (strain, ε), or deformation rate (strain rate, ε). Solid materials, rigid, usually deform elastically, that is the
More informationChapter 5 Phonons II Thermal Properties
Chapter 5 Phonons II Thermal Properties Phonon Heat Capacity < n k,p > is the thermal equilibrium occupancy of phonon wavevector K and polarization p, Total energy at k B T, U = Σ Σ < n k,p > ħ k, p Plank
More informationElements of Continuum Elasticity. David M. Parks Mechanics and Materials II February 25, 2004
Elements of Continuum Elasticity David M. Parks Mechanics and Materials II 2.002 February 25, 2004 Solid Mechanics in 3 Dimensions: stress/equilibrium, strain/displacement, and intro to linear elastic
More informationA 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 informationBasic Equations of Elasticity
A Basic Equations of Elasticity A.1 STRESS The state of stress at any point in a loaded bo is defined completely in terms of the nine components of stress: σ xx,σ yy,σ zz,σ xy,σ yx,σ yz,σ zy,σ zx,andσ
More informationIntroduction to Condensed Matter Physics
Introduction to Condensed Matter Physics Elasticity M.P. Vaughan Overview Overview of elasticity Classical description of elasticity Speed of sound Strain Stress Young s modulus Shear modulus Poisson ratio
More informationChapter 2 Governing Equations
Chapter Governing Equations Abstract In this chapter fundamental governing equations for propagation of a harmonic disturbance on the surface of an elastic half-space is presented. The elastic media is
More information1 Stress and Strain. Introduction
1 Stress and Strain Introduction This book is concerned with the mechanical behavior of materials. The term mechanical behavior refers to the response of materials to forces. Under load, a material may
More informationModule III - Macro-mechanics of Lamina. Lecture 23. Macro-Mechanics of Lamina
Module III - Macro-mechanics of Lamina Lecture 23 Macro-Mechanics of Lamina For better understanding of the macromechanics of lamina, the knowledge of the material properties in essential. Therefore, the
More informationSymmetry 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 informationPart 5 ACOUSTIC WAVE PROPAGATION IN ANISOTROPIC MEDIA
Part 5 ACOUSTIC WAVE PROPAGATION IN ANISOTROPIC MEDIA Review of Fundamentals displacement-strain relation stress-strain relation balance of momentum (deformation) (constitutive equation) (Newton's Law)
More informationSolid State Physics 1. Vincent Casey
Solid State Physics 1 Vincent Casey Autumn 2017 Contents 1 Crystal Mechanics 1 1.1 Stress and Strain Tensors...................... 2 1.1.1 Physical Meaning...................... 6 1.1.2 Simplification
More informationMASSACHUSETTS INSTITUTE OF TECHNOLOGY DEPARTMENT OF MATERIALS SCIENCE AND ENGINEERING CAMBRIDGE, MASSACHUSETTS 02139
MASSACHUSETTS NSTTUTE OF TECHNOLOGY DEPARTMENT OF MATERALS SCENCE AND ENGNEERNG CAMBRDGE, MASSACHUSETTS 39 3. MECHANCAL PROPERTES OF MATERALS PROBLEM SET SOLUTONS Reading Ashby, M.F., 98, Tensors: Notes
More informationPEAT SEISMOLOGY Lecture 9: Anisotropy, attenuation and anelasticity
PEAT8002 - SEISMOLOGY Lecture 9: Anisotropy, attenuation and anelasticity Nick Rawlinson Research School of Earth Sciences Australian National University Anisotropy Introduction Most of the theoretical
More informationContinuum Mechanics. Continuum Mechanics and Constitutive Equations
Continuum Mechanics Continuum Mechanics and Constitutive Equations Continuum mechanics pertains to the description of mechanical behavior of materials under the assumption that the material is a uniform
More informationMechanics of Earthquakes and Faulting
Mechanics of Earthquakes and Faulting www.geosc.psu.edu/courses/geosc508 Standard Solids and Fracture Fluids: Mechanical, Chemical Effects Effective Stress Dilatancy Hardening and Stability Mead, 1925
More informationUnusual Entropy of Adsorbed Methane on Zeolite Templated Carbon. Supporting Information. Part 2: Statistical Mechanical Model
Unusual Entropy of Adsorbed Methane on Zeolite Templated Carbon Supporting Information Part 2: Statistical Mechanical Model Nicholas P. Stadie*, Maxwell Murialdo, Channing C. Ahn, and Brent Fultz W. M.
More informationIntroduction to solid state physics
PHYS 342/555 Introduction to solid state physics Instructor: Dr. Pengcheng Dai Professor of Physics The University of Tennessee (Room 407A, Nielsen, 974-1509) Chapter 5: Thermal properties Lecture in pdf
More informationConstitutive Equations
Constitutive quations David Roylance Department of Materials Science and ngineering Massachusetts Institute of Technology Cambridge, MA 0239 October 4, 2000 Introduction The modules on kinematics (Module
More informationMAE4700/5700 Finite Element Analysis for Mechanical and Aerospace Design
MAE4700/5700 Finite Element Analsis for Mechanical and Aerospace Design Cornell Universit, Fall 2009 Nicholas Zabaras Materials Process Design and Control Laborator Sible School of Mechanical and Aerospace
More informationLecture Notes #10. The "paradox" of finite strain and preferred orientation pure vs. simple shear
12.520 Lecture Notes #10 Finite Strain The "paradox" of finite strain and preferred orientation pure vs. simple shear Suppose: 1) Anisotropy develops as mineral grains grow such that they are preferentially
More information6.730 Physics for Solid State Applications
6.730 Physics for Solid State Applications Lecture 5: Specific Heat of Lattice Waves Outline Review Lecture 4 3-D Elastic Continuum 3-D Lattice Waves Lattice Density of Modes Specific Heat of Lattice Specific
More informationMathematical 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 information3.2 Hooke s law anisotropic elasticity Robert Hooke ( ) Most general relationship
3.2 Hooke s law anisotropic elasticity Robert Hooke (1635-1703) Most general relationship σ = C ε + C ε + C ε + C γ + C γ + C γ 11 12 yy 13 zz 14 xy 15 xz 16 yz σ = C ε + C ε + C ε + C γ + C γ + C γ yy
More informationUseful Formulae ( )
Appendix A Useful Formulae (985-989-993-) 34 Jeremić et al. A.. CHAPTER SUMMARY AND HIGHLIGHTS page: 35 of 536 A. Chapter Summary and Highlights A. Stress and Strain This section reviews small deformation
More informationExample 3.7 Consider the undeformed configuration of a solid as shown in Figure 3.60.
162 3. The linear 3-D elasticity mathematical model The 3-D elasticity model is of great importance, since it is our highest order hierarchical model assuming linear elastic behavior. Therefore, it provides
More informationFinite Element Method in Geotechnical Engineering
Finite Element Method in Geotechnical Engineering Short Course on + Dynamics Boulder, Colorado January 5-8, 2004 Stein Sture Professor of Civil Engineering University of Colorado at Boulder Contents Steps
More informationTensor Transformations and the Maximum Shear Stress. (Draft 1, 1/28/07)
Tensor Transformations and the Maximum Shear Stress (Draft 1, 1/28/07) Introduction The order of a tensor is the number of subscripts it has. For each subscript it is multiplied by a direction cosine array
More informationExercise: concepts from chapter 8
Reading: Fundamentals of Structural Geology, Ch 8 1) The following exercises explore elementary concepts associated with a linear elastic material that is isotropic and homogeneous with respect to elastic
More informationMechanics of Earthquakes and Faulting
Mechanics of Earthquakes and Faulting www.geosc.psu.edu/courses/geosc508 Surface and body forces Tensors, Mohr circles. Theoretical strength of materials Defects Stress concentrations Griffith failure
More informationRock Rheology GEOL 5700 Physics and Chemistry of the Solid Earth
Rock Rheology GEOL 5700 Physics and Chemistry of the Solid Earth References: Turcotte and Schubert, Geodynamics, Sections 2.1,-2.4, 2.7, 3.1-3.8, 6.1, 6.2, 6.8, 7.1-7.4. Jaeger and Cook, Fundamentals of
More informationFundamentals of Linear Elasticity
Fundamentals of Linear Elasticity Introductory Course on Multiphysics Modelling TOMASZ G. ZIELIŃSKI bluebox.ippt.pan.pl/ tzielins/ Institute of Fundamental Technological Research of the Polish Academy
More informationLecture 7. Properties of Materials
MIT 3.00 Fall 2002 c W.C Carter 55 Lecture 7 Properties of Materials Last Time Types of Systems and Types of Processes Division of Total Energy into Kinetic, Potential, and Internal Types of Work: Polarization
More informationChapter 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 informationAdd-on unidirectional elastic metamaterial plate cloak
Add-on unidirectional elastic metamaterial plate cloak Min Kyung Lee *a and Yoon Young Kim **a,b a Department of Mechanical and Aerospace Engineering, Seoul National University, Gwanak-ro, Gwanak-gu, Seoul,
More informationLASER GENERATED THERMOELASTIC WAVES IN AN ANISOTROPIC INFINITE PLATE
LASER GENERATED THERMOELASTIC WAVES IN AN ANISOTROPIC INFINITE PLATE H. M. Al-Qahtani and S. K. Datta University of Colorado Boulder CO 839-7 ABSTRACT. An analysis of the propagation of thermoelastic waves
More informationUNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich
UNIVERSITY OF SASKATCHEWAN ME 313.3 MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich A CLOSED BOOK EXAMINATION TIME: 3 HOURS For Marker s Use Only LAST NAME (printed): FIRST
More informationMacroscopic theory Rock as 'elastic continuum'
Elasticity and Seismic Waves Macroscopic theory Rock as 'elastic continuum' Elastic body is deformed in response to stress Two types of deformation: Change in volume and shape Equations of motion Wave
More informationSmart Materials, Adaptive Structures, and Intelligent Mechanical Systems
Smart Materials, Adaptive Structures, and Intelligent Mechanical Systems Bishakh Bhattacharya & Nachiketa Tiwari Indian Institute of Technology Kanpur Lecture 19 Analysis of an Orthotropic Ply References
More informationIntroduction to Seismology Spring 2008
MIT OpenCourseWare http://ocw.mit.edu 12.510 Introduction to Seismology Spring 2008 For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms. Stress and Strain
More informationproperties Michele Catti Dipartimento di Scienza dei Materiali Università di Milano Bicocca, Italy
Elastic and piezoelectric tensorial properties Michele Catti Dipartimento di Scienza dei Materiali Università di Milano Bicocca, Italy (catti@mater.unimib.it) 1 Tensorial physical properties of crystals
More informationUnderstand basic stress-strain response of engineering materials.
Module 3 Constitutive quations Learning Objectives Understand basic stress-strain response of engineering materials. Quantify the linear elastic stress-strain response in terms of tensorial quantities
More informationNon-Continuum Energy Transfer: Phonons
Non-Continuum Energy Transfer: Phonons D. B. Go Slide 1 The Crystal Lattice The crystal lattice is the organization of atoms and/or molecules in a solid simple cubic body-centered cubic hexagonal a NaCl
More informationTensorial and physical properties of crystals
Tensorial and physical properties of crystals Michele Catti Dipartimento di Scienza dei Materiali, Universita di Milano Bicocca, Milano, Italy (catti@mater.unimib.it) MaThCryst Nancy 2005 International
More informationT. Egami. Model System of Dense Random Packing (DRP)
Introduction to Metallic Glasses: How they are different/similar to other glasses T. Egami Model System of Dense Random Packing (DRP) Hard Sphere vs. Soft Sphere Glass transition Universal behavior History:
More information. D CR Nomenclature D 1
. D CR Nomenclature D 1 Appendix D: CR NOMENCLATURE D 2 The notation used by different investigators working in CR formulations has not coalesced, since the topic is in flux. This Appendix identifies the
More informationEquations of State. Tiziana Boffa Ballaran
Equations o State iziana Boa Ballaran Why EoS? he Earth s interior is divided globally into layers having distinct seismic properties Speed with which body waves travel through the Earth s interior are
More informationStrain-related Tensorial Properties: Elasticity, Piezoelectricity and Photoelasticity
Strain-related Tensorial Properties: Elasticity, Piezoelectricity and Photoelasticity Torino, Italy, September 4-9, 2016 Alessandro Erba Dipartimento di Chimica, Università di Torino (Italy) alessandro.erba@unito.it
More informationNotes: Most of the material presented in this chapter is taken from Jackson, Chap. 2, 3, and 4, and Di Bartolo, Chap. 2. 2π nx i a. ( ) = G n.
Chapter. Electrostatic II Notes: Most of the material presented in this chapter is taken from Jackson, Chap.,, and 4, and Di Bartolo, Chap... Mathematical Considerations.. The Fourier series and the Fourier
More informationME FINITE ELEMENT ANALYSIS FORMULAS
ME 2353 - FINITE ELEMENT ANALYSIS FORMULAS UNIT I FINITE ELEMENT FORMULATION OF BOUNDARY VALUE PROBLEMS 01. Global Equation for Force Vector, {F} = [K] {u} {F} = Global Force Vector [K] = Global Stiffness
More informationIf the symmetry axes of a uniform symmetric body coincide with the coordinate axes, the products of inertia (Ixy etc.
Prof. O. B. Wright, Autumn 007 Mechanics Lecture 9 More on rigid bodies, coupled vibrations Principal axes of the inertia tensor If the symmetry axes of a uniform symmetric body coincide with the coordinate
More informationELASTICITY (MDM 10203)
LASTICITY (MDM 10203) Lecture Module 5: 3D Constitutive Relations Dr. Waluyo Adi Siswanto University Tun Hussein Onn Malaysia Generalised Hooke's Law In one dimensional system: = (basic Hooke's law) Considering
More informationGG612 Lecture 3. Outline
GG61 Lecture 3 Strain and Stress Should complete infinitesimal strain by adding rota>on. Outline Matrix Opera+ons Strain 1 General concepts Homogeneous strain 3 Matrix representa>ons 4 Squares of line
More informationNONLINEAR 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 information20. Rheology & Linear Elasticity
I Main Topics A Rheology: Macroscopic deformation behavior B Linear elasticity for homogeneous isotropic materials 10/29/18 GG303 1 Viscous (fluid) Behavior http://manoa.hawaii.edu/graduate/content/slide-lava
More informationPhysics of Continuous media
Physics of Continuous media Sourendu Gupta TIFR, Mumbai, India Classical Mechanics 2012 October 26, 2012 Deformations of continuous media If a body is deformed, we say that the point which originally had
More information202 Index. failure, 26 field equation, 122 force, 1
Index acceleration, 12, 161 admissible function, 155 admissible stress, 32 Airy's stress function, 122, 124 d'alembert's principle, 165, 167, 177 amplitude, 171 analogy, 76 anisotropic material, 20 aperiodic
More informationGG303 Lecture 6 8/27/09 1 SCALARS, VECTORS, AND TENSORS
GG303 Lecture 6 8/27/09 1 SCALARS, VECTORS, AND TENSORS I Main Topics A Why deal with tensors? B Order of scalars, vectors, and tensors C Linear transformation of scalars and vectors (and tensors) II Why
More informationElements of Rock Mechanics
Elements of Rock Mechanics Stress and strain Creep Constitutive equation Hooke's law Empirical relations Effects of porosity and fluids Anelasticity and viscoelasticity Reading: Shearer, 3 Stress Consider
More informationSEMM Mechanics PhD Preliminary Exam Spring Consider a two-dimensional rigid motion, whose displacement field is given by
SEMM Mechanics PhD Preliminary Exam Spring 2014 1. Consider a two-dimensional rigid motion, whose displacement field is given by u(x) = [cos(β)x 1 + sin(β)x 2 X 1 ]e 1 + [ sin(β)x 1 + cos(β)x 2 X 2 ]e
More informationCrystal Micro-Mechanics
Crystal Micro-Mechanics Lectre Classical definition of stress and strain Heng Nam Han Associate Professor School of Materials Science & Engineering College of Engineering Seol National University Seol
More informationChapter 2. Rubber Elasticity:
Chapter. Rubber Elasticity: The mechanical behavior of a rubber band, at first glance, might appear to be Hookean in that strain is close to 100% recoverable. However, the stress strain curve for a rubber
More informationNMR: Formalism & Techniques
NMR: Formalism & Techniques Vesna Mitrović, Brown University Boulder Summer School, 2008 Why NMR? - Local microscopic & bulk probe - Can be performed on relatively small samples (~1 mg +) & no contacts
More informationChapter 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 informationRheology of Soft Materials. Rheology
Τ Thomas G. Mason Department of Chemistry and Biochemistry Department of Physics and Astronomy California NanoSystems Institute Τ γ 26 by Thomas G. Mason All rights reserved. γ (t) τ (t) γ τ Δt 2π t γ
More informationEffective mass: from Newton s law. Effective mass. I.2. Bandgap of semiconductors: the «Physicist s approach» - k.p method
Lecture 4 1/10/011 Effectie mass I.. Bandgap of semiconductors: the «Physicist s approach» - k.p method I.3. Effectie mass approximation - Electrons - Holes I.4. train effect on band structure - Introduction:
More informationAA242B: MECHANICAL VIBRATIONS
AA242B: MECHANICAL VIBRATIONS 1 / 57 AA242B: MECHANICAL VIBRATIONS Dynamics of Continuous Systems These slides are based on the recommended textbook: M. Géradin and D. Rixen, Mechanical Vibrations: Theory
More informationSupplementary Figures
Supplementary Figures 8 6 Energy (ev 4 2 2 4 Γ M K Γ Supplementary Figure : Energy bands of antimonene along a high-symmetry path in the Brillouin zone, including spin-orbit coupling effects. Empty circles
More informationCellular solid structures with unbounded thermal expansion. Roderic Lakes. Journal of Materials Science Letters, 15, (1996).
1 Cellular solid structures with unbounded thermal expansion Roderic Lakes Journal of Materials Science Letters, 15, 475-477 (1996). Abstract Material microstructures are presented which can exhibit coefficients
More information3.22 Mechanical Properties of Materials Spring 2008
MIT OpenCourseWare http://ocw.mit.edu 3.22 Mechanical Properties of Materials Spring 2008 For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms. Quiz #1 Example
More informationLecture 11 - Phonons II - Thermal Prop. Continued
Phonons II - hermal Properties - Continued (Kittel Ch. 5) Low High Outline Anharmonicity Crucial for hermal expansion other changes with pressure temperature Gruneisen Constant hermal Heat ransport Phonon
More informationULTRASOUND. M2 u (1) Mt 2
ULTRASOUND (Notes 12) 1. One-dimensional sonic wave equation A sonic disturbance is propagated by the motion of particles of the propagating medium vibrating around their equilibrium positions. The motion
More informationMechanics 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 information1/30. Rigid Body Rotations. Dave Frank
. 1/3 Rigid Body Rotations Dave Frank A Point Particle and Fundamental Quantities z 2/3 m v ω r y x Angular Velocity v = dr dt = ω r Kinetic Energy K = 1 2 mv2 Momentum p = mv Rigid Bodies We treat a rigid
More informationStress/Strain. Outline. Lecture 1. Stress. Strain. Plane Stress and Plane Strain. Materials. ME EN 372 Andrew Ning
Stress/Strain Lecture 1 ME EN 372 Andrew Ning aning@byu.edu Outline Stress Strain Plane Stress and Plane Strain Materials otes and News [I had leftover time and so was also able to go through Section 3.1
More informationClassical Theory of Harmonic Crystals
Classical Theory of Harmonic Crystals HARMONIC APPROXIMATION The Hamiltonian of the crystal is expressed in terms of the kinetic energies of atoms and the potential energy. In calculating the potential
More informationOther state variables include the temperature, θ, and the entropy, S, which are defined below.
Chapter 3 Thermodynamics In order to complete the formulation we need to express the stress tensor T and the heat-flux vector q in terms of other variables. These expressions are known as constitutive
More informationLecture 12: Phonon heat capacity
Lecture 12: Phonon heat capacity Review o Phonon dispersion relations o Quantum nature of waves in solids Phonon heat capacity o Normal mode enumeration o Density of states o Debye model Review By considering
More informationReview of Strain Energy Methods and Introduction to Stiffness Matrix Methods of Structural Analysis
uke University epartment of Civil and Environmental Engineering CEE 42L. Matrix Structural Analysis Henri P. Gavin Fall, 22 Review of Strain Energy Methods and Introduction to Stiffness Matrix Methods
More informationSolid State Physics II Lattice Dynamics and Heat Capacity
SEOUL NATIONAL UNIVERSITY SCHOOL OF PHYSICS http://phya.snu.ac.kr/ ssphy2/ SPRING SEMESTER 2004 Chapter 3 Solid State Physics II Lattice Dynamics and Heat Capacity Jaejun Yu jyu@snu.ac.kr http://phya.snu.ac.kr/
More informationBy 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 informationWave and Elasticity Equations
1 Wave and lasticity quations Now let us consider the vibrating string problem which is modeled by the one-dimensional wave equation. Suppose that a taut string is suspended by its extremes at the points
More informationIII.H Zeroth Order Hydrodynamics
III.H Zeroth Order Hydrodynamics As a first approximation, we shall assume that in local equilibrium, the density f 1 at each point in space can be represented as in eq.(iii.56), i.e. [ ] p m q, t)) f
More informationConsider an elastic spring as shown in the Fig.2.4. When the spring is slowly
.3 Strain Energy Consider an elastic spring as shown in the Fig..4. When the spring is slowly pulled, it deflects by a small amount u 1. When the load is removed from the spring, it goes back to the original
More information