CHAPTER VI. L W TEMPERATURE THERMAL EXPANSION OF YBa2Cu307 AND. GdBa Cu
|
|
- Sharyl Phelps
- 5 years ago
- Views:
Transcription
1 CHAPTER VI L W TEMPERATURE THERMAL EXPANSION OF YBa2Cu307 AND GdBa Cu
2 6.1 INTRODUCTION A method of calculation of Grunei sen parameters (GPs) from third order elastic constants is given. A brief introduction to finite strain elasticity theory and wave propagation in a homogeneously deformed elastic medium is also presented here to obtain the GPs. 6.2 INTRODUCTION TO FINITE STRAIN ELASTICITY THEORY AND CALCULATION OF THE GENERALIZED GRUNEISEN PARAMETERS FOR ACOUSTIC WAVES IN ORTHORHOMBIC CRYSTALS FROM THIRD ORDER ELASTIC CONSTANTS. Low temperature limits of the effective - - Gruneisen functions yii '-3) and y1 - a of a uniaxial crystal depend on the generalized GPs Y; tb,@ and Y; tb,@ of the acoustic modes propagating in different directions in the crystal. Let the position coordinates of a material particle in the unstrained or natural state be a n
3 =r,z,s ). Let the coordinates of the material particle in the strained state be X (L= 1.2.3). Consider two 1 material particles located at a and a + da. Let their 1 L L. coordinates in the deformed state be X and X+ dx. L 1 1 The elements dx are related to da by the equation L L dx = ( a x / a a. ) da. L 1 J J The convention that repeated indices indicates summation over the indices will be followed here. 6 L J is the kronecker delta symbol and c are the ij deformation parameters. The Jacobian of the transformation J = Det ( a x. / a a ), L j is taken to be positive for all real transformations. If dva is a volume element in the natural state and dvx its volume after deformation
4 where p and p are the densities in the natural and 0 deformed states respectively. The square of the length of arc from Q Lo a + da be de in L 1 L 0 the unstrained state and de in the strained state Then Here are the Lagrangian strain njk components. They are symmetric with respect to an interchange of the indices J and k in terms of E ~k ' The internal energy function u (6.1). for the 1 k material is a function of the entropy and the Lagrangian strain components. u refers to unit volume of the undeformed state. u can be expanded in power of the strain parameters about the undeformed state.
5 1 U - u = - (a2u/av 0 1 J " * L2 a "kl 10,s 1 ) The linear term in strain is absent because the natural state is one where u isminimum. Following Brugger [1] we define the elastic constants of different orders referred to the natural state. cs IJ.kl 2 = ( a u / a I).. a Vkl L J These are the adiabatic elastic constants of second and third orders respectively. They are tensors of fourth and sixth ranks. The number of independent nonvanishing second order elastic constants and third order elastic constants for different crystal systems are tabulated by Bhagavantam [Z]. Starting from the free energy F ( T, ),one can define isothermal elastic rs constants as derivatives of F with respect to VP i Murnaghan [3] gives the following expression for
6 stress: The stress tensor T is referred to the deformed ~k state of the medium. The conditions for equilibrium require that the stress tensor be symmetric A medium is said to be homogeneously deformed if the components of the strain tensor Q do not vary Pq from point to point in the medium. The homogeneously deformed state is called the initial state and the coordinates in this state are referred to by x;. When the particles are given infinitesimal displacements u i from this state, the resulting state, termed as the final state, is-referred to by the coordinates X - x: + ui. The equationof motion is i I
7 using the result B x k i a x 8 a P 6.11 Thurston and Brugger [4] arrive at the following wave equation in terms of the displacements u l For a homogeneously strained medium,, where The denotes that the quantities have to be evaluated in the homogeneously strained state of the
8 -6 medium. Using (6.1) and (6.5) for u we get A t o ~k.pm the first order in s J k as we now substitute plane wave solutions in(6.12). write the solution in deformed coordinates as We may where w is the actual velocity of the wave in the deformed state and n are the direction cosines of 1 wave propagation. However, it is more advantageous to write the displacements as where v is called the natural velocity and N are the L direction cosines of the wave in the undeformed state. Let ho be the wavelength of a given wave in the undeformed state travelling along a direction having direction cosines N. After the deformation the wave i length of the wave changes to A and the wave- propagation direction is also changed. The direction
9 cosines are now n,. The frequency of the wave changes 1 from o to o. In.the unstrained state the velocity w 0 0 i the direction N is in w = w k / z n In the strained state the actual velocity w of the wave is w = w X / z n and the natural velocity of the wave is v = a h / 2 n ie the ratio o /w directly gives v/o without 0 0 involving the changes in the dimensions of the specimen Substituting (6.16) in (6.12) 2 0 = is Po v U N N U J jk,pm P m k 0 These three linear homogeneous equations corresponding to j = 1.2,s can be solved only if giving the three natural velocities for any
10 direction of wave propagation. The GPs y" (8,$) and 1 y'(8.@) th for the J acoustic mode propagating in the J direction I, are and y; 8, - = -a Log Uq.)) / a Log A = - 8 Log V (8,@ /a Log A J v (8.4) is the natural velocity of the J th J acoustic mode propagating in the direction (8,@). Referring to the c- axis as the z-axis when the medium is homogeneously deformed by (1) a c~niform longitl~dinal straintv= dlogc along the c-auis, or (2) a uniform areal strain c'= dlog~ in the plane perpendicular to the c axis. The direction cosines are N = sin 8 X N = srn@sin@, N = cos8. To the first order in.&, the Y z '-1 uniform longitudinal strain t" corresponds to c 3 3 and
11 the uniform areal strain c, is equivalent to c = 11 The rest of the c are zero. Thp expression for ' J - 6 D : A N N 6.23 ~k ik,pm P m under the strains c., and C, are writ ten down below for the orthorhombic system taking into account the nonvanishing second order elastic constants and third order elastic constants.
12
13
14 6.24 Putting po v2 = X, the determinantal equation can he expanded to give t h ~ ci~hic equation 9 2 X - A X + I I x - - c = 0 where A = C Oii L The A,B, c are function of &, and r.. When c, and r'. are zero, their val~les are A, E. and c and
15 - - - and x the roots of the equal ion are x, x The derivatives of A,B and c are to be taken at zero values of c and 6". After getting the individual GPs of the acoustic modes, the low temperature limits - - y,,'-3) and yl'-3) are calculated using (6.28). In orthorhombic crystals the acoustic wave velocities and
16 (:Ps dep~ncl only on d and not on the azimuth 0. whelp (8. +) ~ives the direct ion of wave prop~gat ion for the elastic waves. The low temperature limits for thr orthogonal crystals are then calculated using the following expressions Herr 1 is the index of the acoustic branch Burgger and Fritz [5] have described a +. perturbation method for calculating ylm(q,~) from the third order elastic constants suitable for machine computation. A part from the fact that we do not need i to know a1 1 the components YL,(q,j) c1.m = i to 9) the
17 application of the strain a' and c" in the present method does not alter the symmetry of the crystal and hence the factorizability of the determinant in certain directions which reduces the lahour of the In anorthorhombic crystal the velocity w 0 computation. is independent of 4 and we need consider the calcl~lation of w 0 only in the plane q5 = o. In this plane, for any direction 8 of propagation. the determinant lactorises into a quadrntir eq'lnt ion and a linear equation This is true even for v in the presence of the strains &' and 6" so that the calculation of yi (6,o )and y; (8,o) are considerably simplified. The numer i ca 1 integration suggested by Ramji Rao and Srinivasan [6,7] and Rao and Menon [8,9] has been used to calculate the - - low trmperattlrr limit y (-3) and yl(-3) of the thermal I1 expansion of tho orthorhombic crystals in this thesi~.
18 6.3 LOW TEMPERATURE THERMAL EXPANSION OF YHa2C1~307 The third order elastic constants ohtained in tahle (4.1) have been used to obtain the Gruneisen parameters (GPS) for the acoustic modes and.the low - - temperature limits YI(-3) and y,,<-3) has been calculated. In orthorhombic crystals the acoustic wave velocities and the GPs depend only on 8 and not on the azimuth $ where (8, $ ) gives the direction of wavc propagating in the crystal. Using the second and third order elnstic constnnts of YRa Cu 0 from tahle (3.1) of rhapter 111 and table (4.1) of chapter IV, the wav? velocities and GPs for the elastic waves propagating at different angles 8 to the z-axis in the xz planes are calc~~lated using the procedure described in detail in sertion (6.2) of this chapter. The calculated values are given in table(6.1). Generalized GPs lor the elastic waves propagating at different angle 8 to the orthorhomhic axis in YBa Cu 0 are also given in table(6.1). crystal. Po is the density of the unstrained
19 Fig.(6.1) gives the plot of the variation of y. for the three acoustic branches as a function of the angle (8). Fig.(6.2) gives the variation of ).,, for the three acoustic hranches as a function of 8, which is the angle the direction of propagation makes with the c-axis. Also the variation of the generalized GPs ).,and y" of these elastic modes with the direction of propagation are shown hy polar diagrams. Fig.. 3,. 4, ( 6. 5, and (6.6) are the polar diagram showing the variation of GPs y for the three acoustic branches as a Pltnction of the angle 8 which the direction of propagation makes with the orthorhomhic axis. - - The low temperature 1 imi ts yl(-3) and y,,(-3) are obtained using equation (6.28) hy numerical integration procedure using the data from tahle(6.1). Since the solid angles of the cone of semi-vertical angle 8 is proportional to srn8, the value of x. -9/2 '1-9/2-9/2 J Xj J and x. at angle8 is multiplied by --3/2 srn8 and the sum y, x srn Qn over all the 8 J J Y1'
20 f+ I**** - ri' A A A A A - r; ~ ~ I I I I I ~ ~ ~ I I I I I I I I I ~ I I I I I I Angle (degree) PIG.6.1. GPS Y ~ O R THE THREE ACOUSTIC BRANCHES AS A FUNCTION OP ANGLE FOR YBa2Cu3O7.
21 ).- : 0.20 E' 0 a 0.00 C al.- m al C 3 & A A A A A - Angle (degree) fl PIG.6.2. GPa FOR THE THREE ACOUSTIC BRANCHES AS A FUNCTION OF ANGLE FOR YBa2Cu307.
22 , POLAR DIAGRAM SHOWING THE PLOT OF THE GPS AND 'rs' PIG.6.3. FOR THE ACOUSTIC BRANCHES AS A FUNCTION OF THE ANGLE WHICH THE DIRECTION OF PROPAGATION MAKES WIT6 THE ORTHORHOMBIC AXIS FOR YBa2Cu307-
23
24 FIG.6.5. POLAR DIAGRAM SHOWING THE PLOT OF THE GPS 'r, FOR THE ACOUSTIC BRANCH AS A FUNCTION OF THE ANGLE WHICH THE DIRECTION OF PROPAGATION MAKES WITH THE ORTHORAOMBIC AXIS FOR YBa2C?0,. I,
25
26 /2 values are taken to be proportional to fy,x do. J J - - Thus the low temperature limit ~~(-9) and y ll(-9)are obtained as /2 ~~(-9) J J = C ( C Yz. X. ) sin en - - yi (-9) and yii (-9) have been thus obtained for YBa Cu are and.2 The lattice thermal expansion coefficients at various temperatures can be expressed in terms of the - - effective Gruneisen function Y ~ ( T ) and yii(~) as follows
27 Here S., are the elastic compliance LJ coefficients; v is the molar volume and x is the LOO -B r isothermal compressibility ;LBr and yi, are the average Gruneisen functions used by Brugger and Fritz 151. From (6.30) we may calculate
28 At low temperature,equation ( 6.31) give The low temperature limit of the volume Gruneisen function is then obtained as ~r - Br The Values of Y1'-3', YII 9. (-3, YL y (( (-9)- - Y~ for YBa Cu 0 are reported in table (6.2) LOW TEMPERATURE THERMAL EXPANSION OF GdBa Cu Using the second and third order elastic
29 constants of GdBa Cu 0 from table (3.2) of chapter and table (4.2) of chapter IV respectively the wave velocities and the GPs for the elastic waves propagating at different angles 8 to the z-axis in the xz planes are calculated using the procedure given in section 6.2 of this chapter. The calculated values are given in table (6.3). unstrained crystal. Po is the density of the Fig.(6.7) gives the plot of the variation of y, for the three acoustic branches as a function of the angle (8). Fig.(6.8) gives the variation of y., for the three acoustic branches as a function of 8, which is the angle the direction of propagation makes with the c-axis. Figs.(6.9), (6.10), (6.11) and (6.12) are the polar diagrams showing the variation of the GPs y for the three acoustic branches as a function of the angle e which the direction of propagation makes with the orthorhombic axis. - - y1(-3) and yi1(-3) obtained for GdBa Cu are and.i75 respectively. The values of yl (-3),
30 -2.00 &--,--,,,,,,,,,,,,,,,, I,,,,,,,,, I,,,,,,,,,, Angle (degree) FIC.6.7. GPO r FOR TRE TRREK ACOUgRC BRANCRW AS A FUNCTION OF ANGLE FOR Cd~Cu30,.
31 Angle (degree). rig.6.8 GPs r FOR THE THREE ACOUSTIC BRANCHES AS A FUNCTION OP ANGLE FOR Gd-Cu.,O,
32 CIG.6.9. POLAR DUCRAIl SROWMG TEE PLOT OF TALI GPs f4 AND 7;' OR THE Acommc BRANCRW AS A rmcnon or rn~ ANGLE WRICA THE DIRECTION Or PROPAGATION MAKES WITH TRI! ORTAORflOIlBIC AXIS roll Gd~ClL,O7-
33 FIG POLAR DIAGRAH SAOWMG THE PLOT OF THE GPs yr FOR THE ACOUSTIC BRANCH AS A FUNCTION OF THE ANGLE WAICA TI DIRECTION OF PROPAGATION MAKES WITH TEE ORTAORAOMBIC AXIS FOR GdBa2Cu307.
34 PIG POLAR DIAGRAM SHOWING THE PLOT OF THE GPs \rn FOR THE ACOUSTIC BRANcHx AS A FUNCTION OF THE ANGLE WHICH %HE DIRECTION OF PROPAGATION UAKES WITH THE ORTHORAOMBIC AXIS FOR GdBa2Cu30,.
35 ,, rig.6.u. POLAR DIAGRAM SHOWING TIIE PC., OF FIE GPO rs AND r' FOR THE AcOaSnC BRANCHES AS A FUNCTION OF TEE ANGLE *HXCn THE DIRECTION OF PROPAGATION MAKW WITH TFIE ORTROREOMBIC AX= FOR GdBa2CU,0,.
36 - - Er - Br - Yil (-3), Y 1 '-3'' 11-3, and L also collected in tnhle (6.4). of GdBa Cu arr 6.5. RESULTS AND DISCUSSIONS. From the fig~~(6.1) and (6.7) of YBa CU 0 and GdBa CII 0 we can see that anisotropy in are quite large compared to Y; and Y;, Y; reaches a minimum 0 at po, which means that the value of y in this branch increases continuously as we move towards the c-axis. Also it can he seen that y; and y arc negative whilr y is positive. Fips.(6.2).and (6.8) give the variation of y. of YHa Cu 0 and GdBa Cu 0. The anisotropy in y and y5" are large compared to y,'. Half the gammas in the 6 y branches are positive while all the gammas in y6 5 branches are negative. The symmetry in y,, is quite marked even though 4 all the y's are positive. One may infer from the negative values of the large number of elastic y 's that
37 at high temperature all the plastic y's may hecome negative when the crystal is subjrctrd to a transverse thprmal strain perpendicular to the c-axis which may lead to lattice instability and phase transformation YBa Cu 0 and GdBa Cu in
38 tu Llw orlhorhonlbic axis in YBa. Cu d is in the ur~-ztrained state the density ol' Llle ct-ystal
39
40 " 7 d -@ +.I n 3 i,! a % j,. - j i? L E > " 3 3 m 4 3 a 0 v l rl 3. 9 & -XI +- N ro i "'4 1,: 2 *. kr. h? k Q [ - i. " C " T 2 5 Y?? Y? E F! s - L o 3 N? j N? j Y N N? i I, I I I I I I I I I I I O N m N N f m r - 3 m m t - 0 ~ 2 m m ~ - s ( 9 c q? c q c q c q r : 1.,? O Q Q 7 t I I Y m o N m % U 3 I Y*. -8!n i q0 m ~ c r t - t ; ) $! m m s - N N N N N ~ ~? D ~? d k 2 m 2 c 3. 2 Y N????? + N? - * 2 2 $ $ 2
41 'I'aL7le<6.4.~ R I CalculaLr~.I Values 01 yl(-3). 1,, (3). li (-3), - - Ur ).,, (-3) alid y,,i (3dE)n Cu
42 REFERENCES 1. K.Bruggcr Physical Review A.133, 1611 (1964). 2. S.Bllagavantarn Crystal symmetry and Physical Properties Chapter 11, Academic Press (1966). 3. F.U.Mur11agha11, Finite deformation of an elastic solid. John Wiley and Sons N.Y.( 1951). 4. R. N. Thurston and K. Brugger Physical Review A 133, 1604 (1964). 5. K.Brugger and T.C. Fritz Physical Review 157. A524 (1967). 6. K.Rarnji Kao and K.Srinivasan Physics Status Solidi 29, 865 (1968). 7. R.Ramji Rao and R.Srinivasan Proceedings of indian National Academy of science,a36,97 (1970). 8. R.Ramji Rao and C.S. Menon, Journal. of.low.temp. Phys.20,563(1975). 9. R.Ramji Rao and C.S.Menon, Journal. of Low.Ternp.Phys. 22,325(1976).
Quasi-Harmonic Theory of Thermal Expansion
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
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 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 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 informationIntroduction to Seismology Spring 2008
MIT OpenCourseWare http://ocw.mit.edu 1.510 Introduction to Seismology Spring 008 For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms. 1.510 Introduction to
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 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 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 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 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 16: Elastic Solids
Chapter 16: Elastic Solids Chapter 16: Elastic Solids... 366 16.1 Introduction... 367 16.2 The Elastic Strain... 368 16.2.1 The displacement vector... 368 16.2.2 The deformation gradient... 368 16.2.3
More informationRelationships between the velocities and the elastic constants of an anisotropic solid possessing orthorhombic symmetry
Relationships between the velocities and the elastic constants of an anisotropic solid possessing orthorhombic symmetry R. James Brown ABSTRACT This paper reviews the equations of body-wave propagation
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 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 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 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 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 information16.20 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 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 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 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 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 informationReflection of SV- Waves from the Free Surface of a. Magneto-Thermoelastic Isotropic Elastic. Half-Space under Initial Stress
Mathematica Aeterna, Vol. 4, 4, no. 8, 877-93 Reflection of SV- Waves from the Free Surface of a Magneto-Thermoelastic Isotropic Elastic Half-Space under Initial Stress Rajneesh Kakar Faculty of Engineering
More informationLECTURE 5 - Wave Equation Hrvoje Tkalčić " 2 # & 2 #
LECTURE 5 - Wave Equation Hrvoje Tkalčić " 2 # "t = ( $ + 2µ ) & 2 # 2 % " 2 (& ' u r ) = µ "t 2 % & 2 (& ' u r ) *** N.B. The material presented in these lectures is from the principal textbooks, other
More informationReceiver. Johana Brokešová Charles University in Prague
Propagation of seismic waves - theoretical background Receiver Johana Brokešová Charles University in Prague Seismic waves = waves in elastic continuum a model of the medium through which the waves propagate
More informationAn acoustic wave equation for orthorhombic anisotropy
Stanford Exploration Project, Report 98, August 1, 1998, pages 6?? An acoustic wave equation for orthorhombic anisotropy Tariq Alkhalifah 1 keywords: Anisotropy, finite difference, modeling ABSTRACT Using
More informationConstitutive Relations
Constitutive Relations Dr. Andri Andriyana Centre de Mise en Forme des Matériaux, CEMEF UMR CNRS 7635 École des Mines de Paris, 06904 Sophia Antipolis, France Spring, 2008 Outline Outline 1 Review of field
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 informationULTRASONIC STUDIES OF STRESSES AND PLASTIC DEFORMATION IN STEEL DURING TENSION AND COMPRESSION. J. Frankel and W. Scholz*
ULTRASONC STUDES OF STRESSES AND PLASTC DEFORMATON N STEEL DURNG TENSON AND COMPRESSON J. Frankel and W. Scholz* US Army Armament Research, Development, & Engineering Ct~ Close Combat Armaments Center
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 informationExercise: concepts from chapter 5
Reading: Fundamentals of Structural Geology, Ch 5 1) Study the oöids depicted in Figure 1a and 1b. Figure 1a Figure 1b Figure 1. Nearly undeformed (1a) and significantly deformed (1b) oöids with spherulitic
More informationSurface stress and relaxation in metals
J. Phys.: Condens. Matter 12 (2000) 5541 5550. Printed in the UK PII: S0953-8984(00)11386-4 Surface stress and relaxation in metals P M Marcus, Xianghong Qian and Wolfgang Hübner IBM Research Center, Yorktown
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 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 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 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 informationConstitutive Relations
Constitutive Relations Andri Andriyana, Ph.D. Centre de Mise en Forme des Matériaux, CEMEF UMR CNRS 7635 École des Mines de Paris, 06904 Sophia Antipolis, France Spring, 2008 Outline Outline 1 Review of
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 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 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 informationElasticity in two dimensions 1
Elasticity in two dimensions 1 Elasticity in two dimensions Chapters 3 and 4 of Mechanics of the Cell, as well as its Appendix D, contain selected results for the elastic behavior of materials in two and
More informationInfluence of Constant Stresses on Transverse Surface Waves Between Two Elastic Media
DefSciJ, Vo138, No.2, April 1988, pp 125-129 Influence of Constant Stresses on Transverse Surface Waves Between Two Elastic Media s. Raj Reddy and M. Parameswara Rao Department of Mathematics, Kakatiya
More informationMotivation. Confined acoustics phonons. Modification of phonon lifetimes Antisymmetric Bulk. Symmetric. 10 nm
Motivation Confined acoustics phonons Modification of phonon lifetimes 0 0 Symmetric Antisymmetric Bulk 0 nm A. Balandin et al, PRB 58(998) 544 Effect of native oxide on dispersion relation Heat transport
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 informationANALYSIS OF STRAINS CONCEPT OF STRAIN
ANALYSIS OF STRAINS CONCEPT OF STRAIN Concept of strain : if a bar is subjected to a direct load, and hence a stress the bar will change in length. If the bar has an original length L and changes by an
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 information1. To analyze the deformation of a conical membrane, it is proposed to use a two-dimensional conical-polar coordinate system ( s,
EN2210: Continuum Mechanics Homework 2: Kinematics Due Wed September 26, 2012 School of Engineering Brown University 1. To analyze the deformation of a conical membrane, it is proposed to use a two-dimensional
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 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 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 informationConstitutive models: Incremental (Hypoelastic) Stress- Strain relations. and
Constitutive models: Incremental (Hypoelastic) Stress- Strain relations Example 5: an incremental relation based on hyperelasticity strain energy density function and 14.11.2007 1 Constitutive models:
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 informationThe 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 informationPrincipal Stresses, Yielding Criteria, wall structures
Principal Stresses, Yielding Criteria, St i thi Stresses in thin wall structures Introduction The most general state of stress at a point may be represented by 6 components, x, y, z τ xy, τ yz, τ zx normal
More informationIranian Journal of Mathematical Sciences and Informatics Vol.2, No.2 (2007), pp 1-16
Iranian Journal of Mathematical Sciences and Informatics Vol.2, No.2 (2007), pp 1-16 THE EFFECT OF PURE SHEAR ON THE REFLECTION OF PLANE WAVES AT THE BOUNDARY OF AN ELASTIC HALF-SPACE W. HUSSAIN DEPARTMENT
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 informationMSE 201A Thermodynamics and Phase Transformations Fall, 2008 Problem Set No. 7
MSE 21A Thermodynamics and Phase Transformations Fall, 28 Problem Set No. 7 Problem 1: (a) Show that if the point group of a material contains 2 perpendicular 2-fold axes then a second-order tensor property
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 informationA Brief Introduction to Tensors
A Brief Introduction to Tensors Jay R Walton Fall 2013 1 Preliminaries In general, a tensor is a multilinear transformation defined over an underlying finite dimensional vector space In this brief introduction,
More informationChapter 5 CENTRIC TENSION OR COMPRESSION ( AXIAL LOADING )
Chapter 5 CENTRIC TENSION OR COMPRESSION ( AXIAL LOADING ) 5.1 DEFINITION A construction member is subjected to centric (axial) tension or compression if in any cross section the single distinct stress
More informationLecture 15 Strain and stress in beams
Spring, 2019 ME 323 Mechanics of Materials Lecture 15 Strain and stress in beams Reading assignment: 6.1 6.2 News: Instructor: Prof. Marcial Gonzalez Last modified: 1/6/19 9:42:38 PM Beam theory (@ ME
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 information4.MECHANICAL PROPERTIES OF MATERIALS
4.MECHANICAL PROPERTIES OF MATERIALS The diagram representing the relation between stress and strain in a given material is an important characteristic of the material. To obtain the stress-strain diagram
More information1.050 Engineering Mechanics. Lecture 22: Isotropic elasticity
1.050 Engineering Mechanics Lecture 22: Isotropic elasticity 1.050 Content overview I. Dimensional analysis 1. On monsters, mice and mushrooms 2. Similarity relations: Important engineering tools II. Stresses
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 informationDynamics of Glaciers
Dynamics of Glaciers McCarthy Summer School 01 Andy Aschwanden Arctic Region Supercomputing Center University of Alaska Fairbanks, USA June 01 Note: This script is largely based on the Physics of Glaciers
More informationExploring Piezoelectric Properties of Wood and Related Issues in Mathematical Description. Igor Dobovšek
Exploring Piezoelectric Properties of Wood and Related Issues in Mathematical Description Igor Dobovšek University of Ljubljana Faculty of Mathematics and Physics Institute of Mathematics Physics and Mechanics
More informationPHYSICAL PROPERTIES AND STRUCTURE OF FERROELECTRIC - FERROELASTIC DMAAS CRYSTALS
PHYSICAL PROPERTIES AND STRUCTURE OF FERROELECTRIC - FERROELASTIC DMAAS CRYSTALS L. KIRPICHNIKO VA, A. URUSOVSKAYA, V. DOLBININA, L. SHUVALOV Institute of Crystallography, USSR Academy of Sciences, Moscow
More informationTwo problems in finite elasticity
University of Wollongong Research Online University of Wollongong Thesis Collection 1954-2016 University of Wollongong Thesis Collections 2009 Two problems in finite elasticity Himanshuki Nilmini Padukka
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 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 informationPhysical and Biological Properties of Agricultural Products Acoustic, Electrical and Optical Properties and Biochemical Property
Physical and Biological Properties of Agricultural Products Acoustic, Electrical and Optical Properties and Biochemical Property 1. Acoustic and Vibrational Properties 1.1 Acoustics and Vibration Engineering
More informationQuadratic and cubic monocrystalline and polycrystalline materials: their stability and mechanical properties
Journal of Physics: Conference Series Quadratic and cubic monocrystalline and polycrystalline materials: their stability and mechanical properties To cite this article: C Jasiukiewicz et al 010 J. Phys.:
More informationMMJ1133 FATIGUE AND FRACTURE MECHANICS E ENGINEERING FRACTURE MECHANICS
E ENGINEERING WWII: Liberty ships Reprinted w/ permission from R.W. Hertzberg, "Deformation and Fracture Mechanics of Engineering Materials", (4th ed.) Fig. 7.1(b), p. 6, John Wiley and Sons, Inc., 1996.
More informationLindgren CRYSTAL SYMMETRY AND ELASTIC CONSTANTS MICHAEL WANDZILAK. S.B., Massachusetts Institute of Technology (196'7)
CRYSTAL SYMMETRY AND ELASTIC CONSTANTS by MICHAEL WANDZILAK S.B., Massachusetts Institute of Technology (196'7) Submitted in partial fulfillment of the requirements for the degree of Master of Science
More informationPart 7. Nonlinearity
Part 7 Nonlinearity Linear System Superposition, Convolution re ( ) re ( ) = r 1 1 = r re ( 1 + e) = r1 + r e excitation r = r() e response In the time domain: t rt () = et () ht () = e( τ) ht ( τ) dτ
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 informationMATERIAL PROPERTIES. Material Properties Must Be Evaluated By Laboratory or Field Tests 1.1 INTRODUCTION 1.2 ANISOTROPIC MATERIALS
. MARIAL PROPRIS Material Properties Must Be valuated By Laboratory or Field ests. INRODUCION he fundamental equations of structural mechanics can be placed in three categories[]. First, the stress-strain
More informationResidual Stress analysis
Residual Stress analysis Informations: strains Macro elastic strain tensor (I kind) Crystal anisotropic strains (II kind) Fe Cu C Macro and micro stresses Applied macro stresses Residual Stress/Strain
More informationTitle. Author(s)Tamura, S.; Sangu, A.; Maris, H. J. CitationPHYSICAL REVIEW B, 68: Issue Date Doc URL. Rights. Type.
Title Anharmonic scattering of longitudinal acoustic phono Author(s)Tamura, S.; Sangu, A.; Maris, H. J. CitationPHYSICAL REVIEW B, 68: 143 Issue Date 3 Doc URL http://hdl.handle.net/115/5916 Rights Copyright
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 informationSTRAIN. Normal Strain: The elongation or contractions of a line segment per unit length is referred to as normal strain denoted by Greek symbol.
STRAIN In engineering the deformation of a body is specified using the concept of normal strain and shear strain whenever a force is applied to a body, it will tend to change the body s shape and size.
More informationLecture #2: Split Hopkinson Bar Systems
Lecture #2: Split Hopkinson Bar Systems by Dirk Mohr ETH Zurich, Department of Mechanical and Process Engineering, Chair of Computational Modeling of Materials in Manufacturing 2015 1 1 1 Uniaxial Compression
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 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 informationModule 3: 3D Constitutive Equations Lecture 10: Constitutive Relations: Generally Anisotropy to Orthotropy. The Lecture Contains: Stress Symmetry
The Lecture Contains: Stress Symmetry Strain Symmetry Strain Energy Density Function Material Symmetry Symmetry with respect to a Plane Symmetry with respect to two Orthogonal Planes Homework References
More informationLecture 4: Anisotropic Media. Dichroism. Optical Activity. Faraday Effect in Transparent Media. Stress Birefringence. Form Birefringence
Lecture 4: Anisotropic Media Outline Dichroism Optical Activity 3 Faraday Effect in Transparent Media 4 Stress Birefringence 5 Form Birefringence 6 Electro-Optics Dichroism some materials exhibit different
More informationComments on the characteristics of incommensurate modulation in quartz: discussion about a neutron scattering experiment
65 Acta Cryst. (1999). A55, 65±69 Comments on the characteristics of incommensurate modulation in quartz: discussion about a neutron scattering experiment T. A. Aslanyan,² T. Shigenari* and K. Abe Department
More informationContents. Physical Properties. Scalar, Vector. Second Rank Tensor. Transformation. 5 Representation Quadric. 6 Neumann s Principle
Physical Properties Contents 1 Physical Properties 2 Scalar, Vector 3 Second Rank Tensor 4 Transformation 5 Representation Quadric 6 Neumann s Principle Physical Properties of Crystals - crystalline- translational
More informationSEISMOLOGY I. Laurea Magistralis in Physics of the Earth and of the Environment. Elasticity. Fabio ROMANELLI
SEISMOLOGY I Laurea Magistralis in Physics of the Earth and of the Environment Elasticity Fabio ROMANELLI Dept. Earth Sciences Università degli studi di Trieste romanel@dst.units.it 1 Elasticity and Seismic
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 informationMechanics of Earthquakes and Faulting
Mechanics of Earthquakes and Faulting www.geosc.psu.edu/courses/geosc508 Overview Milestones in continuum mechanics Concepts of modulus and stiffness. Stress-strain relations Elasticity Surface and body
More informationME 7502 Lecture 2 Effective Properties of Particulate and Unidirectional Composites
ME 75 Lecture Effective Properties of Particulate and Unidirectional Composites Concepts from Elasticit Theor Statistical Homogeneit, Representative Volume Element, Composite Material Effective Stress-
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 information8 Properties of Lamina
8 Properties of Lamina 8- ORTHOTROPIC LAMINA An orthotropic lamina is a sheet with unique and predictable properties and consists of an assemblage of fibers ling in the plane of the sheet and held in place
More informationTentamen/Examination TMHL61
Avd Hållfasthetslära, IKP, Linköpings Universitet Tentamen/Examination TMHL61 Tentamen i Skademekanik och livslängdsanalys TMHL61 lördagen den 14/10 2000, kl 8-12 Solid Mechanics, IKP, Linköping University
More informationMechanics of Biomaterials
Mechanics of Biomaterials Lecture 7 Presented by Andrian Sue AMME498/998 Semester, 206 The University of Sydney Slide Mechanics Models The University of Sydney Slide 2 Last Week Using motion to find forces
More informationChapter 2: Elasticity
OHP 1 Mechanical Properties of Materials Chapter 2: lasticity Prof. Wenjea J. Tseng ( 曾文甲 ) Department of Materials ngineering National Chung Hsing University wenjea@dragon.nchu.edu.tw Reference: W.F.
More informationACCURATE FREE VIBRATION ANALYSIS OF POINT SUPPORTED MINDLIN PLATES BY THE SUPERPOSITION METHOD
Journal of Sound and Vibration (1999) 219(2), 265 277 Article No. jsvi.1998.1874, available online at http://www.idealibrary.com.on ACCURATE FREE VIBRATION ANALYSIS OF POINT SUPPORTED MINDLIN PLATES BY
More information