23. Disloca0ons. 23. Disloca0ons. I Main Topics
|
|
- Joel Hill
- 5 years ago
- Views:
Transcription
1 I Main Topics A Disloca0ons and other defects in solids B Significance of disloca0ons C Planar disloca0ons D Displacement and stress fields for a screw disloca0on (mode III) 11/10/16 GG303 1 hhp://volcanoes.usgs.gov/imgs/jpg/photoglossary/fissure4_large.jpg 11/10/16 GG
2 hhp://upload.wikimedia.org/wikipedia/commons/4/43/mackenzie_dike_swarm.png 11/10/16 GG303 3 II Disloca0ons and other defects in solids A Disloca0ons 1 Originally, extra (or missing) planes or par0al planes of material (e.g., atoms) hhp:// kiel.de/matwis/amat/def_ge/kap_5/backbone/r5_2_2.html 11/10/16 GG
3 II Disloca0ons and other defects in solids A Disloca0ons (cont.) 2 Evidence for disloca0ons from electron microscopy Transmission Electron Micrograph Of Disloca0ons hhp://en.wikipedia.org/wiki/disloca0on 11/10/16 GG303 5 II Disloca0ons and other defects in solids A Disloca0ons (cont.) 3 Con0nuum mechanics usage: surfaces across which displacements are discon0nuous hhp://volcanoes.usgs.gov/imgs/jpg/photoglossary/fault2_large.jpg 11/10/16 GG
4 II Disloca0ons and other defects in solids (cont.) B Point defects 1 Originally, extra (or missing) volumes (e.g., atoms) 2 Displacements are discon0nuous across point defects hhp:// ed.org/educa0onresources/communitycollege/materials/graphics/chrystal- Defects.jpg 11/10/16 GG303 7 III Significance of disloca0ons A Account for permanent plas0c deforma0on in crystals B Account for the low observed strength of crystals rela0ve to theore0cal predic0ons hhp:// ed.org/educa0onresources/communitycollege/materials/graphics/chrystal- Defects.jpg 11/10/16 GG
5 III Significance of disloca0ons C They provide useful quan0ta0ve descrip0on of rela0ve mo0ons across surfaces across a broad range of scale (crystals [10-6 m] to plate boundaries [10 6 m]) ~12 orders of magnitude! Transmission Electron Micrograph hhp://en.wikipedia.org/wiki/disloca0on Disloca0on model of subduc0on zone From Bevis and Martel, /10/16 GG303 9 III Significance of disloca0ons D Disloca0ons induce tremendous stress concentra0ons and account for large deforma0ons under small average stresses hhp://pangea.stanford.edu/research/geomech/faculty/crack.html 11/10/16 GG
6 IV Planar disloca0ons A Represented mathema0cally as infinitely long cut with a straight edge B Rela0ve displacement (of one side of the disloca0on rela0ve to the other) across a disloca0on is called the Burger s vector b. 11/10/16 GG D Edge disloca0on 1 Accommodate opening or sliding mo0ons 2 Displacement is exclusively perpendicular to the disloca0on edge 3 Displacement can be parallel or perpendicular to the disloca0on plane View along edge of edge disloca0on hhp:// kiel.de/matwis/amat/def_ge/kap_5/backbone/r5_2_2.html 11/10/16 GG
7 D Edge disloca0on (cont.) 4 Analogy: an extra row of corn kernels on a cob of corn Extra row of kernels in an ear of corn Extra half- plane of atoms in lajce hhp:// kiel.de/matwis/amat/def_ge/kap_5/backbone/r5_2_2.html blog.faureevegan.com 11/10/16 GG D Edge disloca0on (cont.) 5 Macroscopic geologic use: modeling dikes or faults hhp://hvo.wr.usgs.gov/gallery/kilauea/erupt/24ds182_cap0on.html hhp:// 11/10/16 GG
8 C Screw disloca0on 1 Accommodate a tearing mo0on 2 Displacement is exclusively parallel to the disloca0on edge 3 Analogy: a lock washer or a 360 spiral staircase Disloca0on edge hhp:// kiel.de/matwis/amat/def_ge/kap_5/backbone/r5_2_2.html hhp:/// 11/10/16 GG C Screw disloca0on 4 Macroscopic geologic use: modeling faults hhp://volcanoes.usgs.gov/imgs/jpg/photoglossary/fault2_large.jpg hhp:// kiel.de/matwis/amat/def_ge/kap_5/backbone/r5_2_2.html 11/10/16 GG
9 V Displacement and stress fields for a screw disloca0on (mode III) A Displacement parallel to the disloca0on edge (w) increases uniformly along a spiral- like circuit from one side of the disloca0on to the other (for a right- handed screw disloca0on, point your right thumb along the disloca0on edge; displacement parallel to the edge increases in the direc0on your fingers curl. B Angular posi0on: θ = tan - 1 (y/x) C w = bθ/2π D An0- plane strain (u,v ) 11/10/16 GG Cylindrical Reference Frame u r, u θ, w = bθ/2π Normal Strains ε rr = 1 u r 2 r + u r r ε rr ε θθ = u r r + 1 r ε θθ u θ θ ε zz = 1 w 2 z + w z ε zz Shear Strains ε rθ = 1 1 u r 2 r θ + u θ r u θ r ε rθ = ε θr ε θz = 1 2 ε θz = ε zθ = u θ z + 1 r b 4πr w θ ε zr = 1 w 2 r + u r z ε zr = ε rz * The deriva0ves are very easy to do. Check them to verify the solu0ons. 11/10/16 GG
10 Cartesian Reference Frame u, v, w = b[tan - 1 (y/x)]/2π Normal Strains ε xx = 1 u 2 x + u x ε xx ε yy = 1 v 2 y + y y ε yy ε zz = 1 w 2 z + w z ε zz Shear Strains ε xy = 1 u 2 y + v x ε xy ε yz = 1 v 2 z + w y ε yz = b 4π ε yz = b x 4π r 2 11/10/16 GG x x 2 + y 2 ε xz = 1 u 2 z + w x ε xz = b y 4π x 2 + y 2 ε xz = b y 4π r 2 * The deriva0ves are s0ll rather easy to do. Check them to verify the solu0ons. Strains ε rθ = ε θr Stresses σ rθ = σ θr = 2Gε rθ ε θz = ε zθ = ε rθ = ε θr ε rr ε θθ ε zz b 4πr σ θz = σ zθ = 2Gε θz = Gb 2πr σ rθ = σ θr = 2Gε rθ σ rr σ θθ σ zz 11/10/16 GG
11 Strains Stresses ε xy = ε yx σ xy = σ yx = 2Gε xy ε yz = b 4π ε xz = b 4π x x 2 + y 2 y x 2 + y 2 σ yz = σ zy = 2Gε yz = Gb 2π σ xz = σ zx = 2Gε xz = Gb 2π x x 2 + y = Gb x 2 2π r 2 y x 2 + y = Gb 2 2π y r 2 ε xx σ xx ε yy σ yy ε zz σ zz 11/10/16 GG Key points a Only the shear stresses ac0ng on a plane normal to the z- direc0on or in the z- direc0on are non- zero b The stresses are singular (i.e., go to infinity) near the disloca0on edge: a powerful stress concentra0on exists there. c This theore0cal singular stress concentra0on exists no maher how small G or the rela0ve displacement b is, provided G > 0 and b > 0. σ θz = σ zθ = Gb 2πr 11/10/16 GG
12 SUPERPOSTION OF TWO (INFINITE) SCREW DISLOCATIONS (A,B) TO FORM A FINITE DISPLACEMENT DISCONTINTUITY (C) 11/10/16 GG
Topics. GG612 Structural Geology Sec3on Steve Martel POST 805 Lecture 4 Mechanics: Stress and Elas3city Theory
GG612 Structural Geology Sec3on Steve Martel POST 805 smartel@hawaii.edu Lecture 4 Mechanics: Stress and Elas3city Theory 11/6/15 GG611 1 Topics 1. Stress vectors (trac3ons) 2. Stress at a point 3. Cauchy
More informationGG611 Structural Geology Sec1on Steve Martel POST 805
GG611 Structural Geology Sec1on Steve Martel POST 805 smartel@hawaii.edu Lecture 5 Mechanics Stress, Strain, and Rheology 11/6/16 GG611 1 Stresses Control How Rock Fractures hkp://hvo.wr.usgs.gov/kilauea/update/images.html
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 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 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 informationA DARK GREY P O N T, with a Switch Tail, and a small Star on the Forehead. Any
Y Y Y X X «/ YY Y Y ««Y x ) & \ & & } # Y \#$& / Y Y X» \\ / X X X x & Y Y X «q «z \x» = q Y # % \ & [ & Z \ & { + % ) / / «q zy» / & / / / & x x X / % % ) Y x X Y $ Z % Y Y x x } / % «] «] # z» & Y X»
More information19. Principal Stresses
19. Principal Stresses I Main Topics A Cauchy s formula B Principal stresses (eigenvectors and eigenvalues) C Example 10/24/18 GG303 1 19. Principal Stresses hkp://hvo.wr.usgs.gov/kilauea/update/images.html
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 informationUnit IV State of stress in Three Dimensions
Unit IV State of stress in Three Dimensions State of stress in Three Dimensions References Punmia B.C.,"Theory of Structures" (SMTS) Vol II, Laxmi Publishing Pvt Ltd, New Delhi 2004. Rattan.S.S., "Strength
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 information4. Mathematical models used in engineering structural analysis
4. Mathematical models used in engineering structural analysis In this chapter we pursue a formidable task to present the most important mathematical models in structural mechanics. In order to best situate
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 information6. SCALARS, VECTORS, AND TENSORS (FOR ORTHOGONAL COORDINATE SYSTEMS)
(FOR ORTHOGONAL COORDINATE SYSTEMS) I Main Topics A What are scalars, vectors, and tensors? B Order of scalars, vectors, and tensors C Linear transformaoon of scalars and vectors (and tensors) D Matrix
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 informationGG612 Lecture 3. Outline
GG612 Lecture 3 Strain 11/3/15 GG611 1 Outline Mathema8cal Opera8ons Strain General concepts Homogeneous strain E (strain matri) ε (infinitesimal strain) Principal values and principal direc8ons 11/3/15
More informationLOWELL WEEKLY JOURNAL
Y -» $ 5 Y 7 Y Y -Y- Q x Q» 75»»/ q } # ]»\ - - $ { Q» / X x»»- 3 q $ 9 ) Y q - 5 5 3 3 3 7 Q q - - Q _»»/Q Y - 9 - - - )- [ X 7» -» - )»? / /? Q Y»» # X Q» - -?» Q ) Q \ Q - - - 3? 7» -? #»»» 7 - / Q
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 informationChapter 9: Differential Analysis
9-1 Introduction 9-2 Conservation of Mass 9-3 The Stream Function 9-4 Conservation of Linear Momentum 9-5 Navier Stokes Equation 9-6 Differential Analysis Problems Recall 9-1 Introduction (1) Chap 5: Control
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 informationChapter 9: Differential Analysis of Fluid Flow
of Fluid Flow Objectives 1. Understand how the differential equations of mass and momentum conservation are derived. 2. Calculate the stream function and pressure field, and plot streamlines for a known
More informationMultiple Integrals and Vector Calculus: Synopsis
Multiple Integrals and Vector Calculus: Synopsis Hilary Term 28: 14 lectures. Steve Rawlings. 1. Vectors - recap of basic principles. Things which are (and are not) vectors. Differentiation and integration
More informationCSE 167: Introduction to Computer Graphics Lecture #2: Linear Algebra Primer
CSE 167: Introduction to Computer Graphics Lecture #2: Linear Algebra Primer Jürgen P. Schulze, Ph.D. University of California, San Diego Fall Quarter 2016 Announcements Monday October 3: Discussion Assignment
More informationNeatest and Promptest Manner. E d i t u r ami rul)lihher. FOIt THE CIIILDIIES'. Trifles.
» ~ $ ) 7 x X ) / ( 8 2 X 39 ««x» ««! «! / x? \» «({? «» q «(? (?? x! «? 8? ( z x x q? ) «q q q ) x z x 69 7( X X ( 3»«! ( ~«x ««x ) (» «8 4 X «4 «4 «8 X «x «(» X) ()»» «X «97 X X X 4 ( 86) x) ( ) z z
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 Preliminary Math Concept of Stress Stress Components Equilibrium
More informationLOWELL WEEKLY JOURNAL
Y G y G Y 87 y Y 8 Y - $ X ; ; y y q 8 y $8 $ $ $ G 8 q < 8 6 4 y 8 7 4 8 8 < < y 6 $ q - - y G y G - Y y y 8 y y y Y Y 7-7- G - y y y ) y - y y y y - - y - y 87 7-7- G G < G y G y y 6 X y G y y y 87 G
More informationANALYSIS OF STERSSES. General State of stress at a point :
ANALYSIS OF STERSSES General State of stress at a point : Stress at a point in a material body has been defined as a force per unit area. But this definition is some what ambiguous since it depends upon
More informationLOWELL JOURNAL. MUST APOLOGIZE. such communication with the shore as Is m i Boimhle, noewwary and proper for the comfort
- 7 7 Z 8 q ) V x - X > q - < Y Y X V - z - - - - V - V - q \ - q q < -- V - - - x - - V q > x - x q - x q - x - - - 7 -» - - - - 6 q x - > - - x - - - x- - - q q - V - x - - ( Y q Y7 - >»> - x Y - ] [
More informationTwo Posts to Fill On School Board
Y Y 9 86 4 4 qz 86 x : ( ) z 7 854 Y x 4 z z x x 4 87 88 Y 5 x q x 8 Y 8 x x : 6 ; : 5 x ; 4 ( z ; ( ) ) x ; z 94 ; x 3 3 3 5 94 ; ; ; ; 3 x : 5 89 q ; ; x ; x ; ; x : ; ; ; ; ; ; 87 47% : () : / : 83
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 informationAE/ME 339. Computational Fluid Dynamics (CFD) K. M. Isaac. Momentum equation. Computational Fluid Dynamics (AE/ME 339) MAEEM Dept.
AE/ME 339 Computational Fluid Dynamics (CFD) 9//005 Topic7_NS_ F0 1 Momentum equation 9//005 Topic7_NS_ F0 1 Consider the moving fluid element model shown in Figure.b Basis is Newton s nd Law which says
More informationHomework 1/Solutions. Graded Exercises
MTH 310-3 Abstract Algebra I and Number Theory S18 Homework 1/Solutions Graded Exercises Exercise 1. Below are parts of the addition table and parts of the multiplication table of a ring. Complete both
More informationME 243. Lecture 10: Combined stresses
ME 243 Mechanics of Solids Lecture 10: Combined stresses Ahmad Shahedi Shakil Lecturer, Dept. of Mechanical Engg, BUET E-mail: sshakil@me.buet.ac.bd, shakil6791@gmail.com Website: teacher.buet.ac.bd/sshakil
More informationElements of linear elastic mechanics (LEM). Outline of topics
Harvard-MIT Division of Health Sciences and Technology HST.523J: Cell-Matrix Mechanics Prof. Ioannis Yannas Elements of linear elastic mechanics (LEM). Outline of topics A. Basic rules of LEM. B. Modes
More informationM 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 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 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 informationA Fast Simulation Framework for Full-chip Thermo-mechanical Stress and Reliability Analysis of Through-Silicon-Via based 3D ICs
A Fast Simulation Framework for Full-chip Thermo-mechanical Stress and Reliability Analysis of Through-Silicon-Via based 3D ICs Joydeep Mitra 1, Moongon Jung 2, Suk-Kyu Ryu 3, Rui Huang 3, Sung-Kyu Lim
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 information27. Folds (I) I Main Topics A What is a fold? B Curvature of a plane curve C Curvature of a surface 10/10/18 GG303 1
I Main Topics A What is a fold? B Curvature of a plane curve C Curvature of a surface 10/10/18 GG303 1 http://upload.wikimedia.org/wikipedia/commons/a/ae/caledonian_orogeny_fold_in_king_oscar_fjord.jpg
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 informationStress equilibrium in southern California from Maxwell stress function models fit to both earthquake data and a quasi-static dynamic simulation
Stress equilibrium in southern California from Maxwell stress function models fit to both earthquake data and a quasi-static dynamic simulation Peter Bird Dept. of Earth, Planetary, and Space Sciences
More informationHomework Problems. ( σ 11 + σ 22 ) 2. cos (θ /2), ( σ θθ σ rr ) 2. ( σ 22 σ 11 ) 2
Engineering Sciences 47: Fracture Mechanics J. R. Rice, 1991 Homework Problems 1) Assuming that the stress field near a crack tip in a linear elastic solid is singular in the form σ ij = rλ Σ ij (θ), it
More informationCSE 167: Introduction to Computer Graphics Lecture #2: Linear Algebra Primer
CSE 167: Introduction to Computer Graphics Lecture #2: Linear Algebra Primer Jürgen P. Schulze, Ph.D. University of California, San Diego Spring Quarter 2016 Announcements Project 1 due next Friday at
More informationElectricity and Magne/sm II
8.1 Electricity and Magne/sm II Griffiths Chapter 8 Conserva/on Laws Clicker Ques/ons 8.2 The work energy theorem states: W = This theorem is valid f " F net! dl = 1 2 mv 2 f # 1 2 mv i2 i A. only for
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 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 informationMANY BILLS OF CONCERN TO PUBLIC
- 6 8 9-6 8 9 6 9 XXX 4 > -? - 8 9 x 4 z ) - -! x - x - - X - - - - - x 00 - - - - - x z - - - x x - x - - - - - ) x - - - - - - 0 > - 000-90 - - 4 0 x 00 - -? z 8 & x - - 8? > 9 - - - - 64 49 9 x - -
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 informationIn this section, mathematical description of the motion of fluid elements moving in a flow field is
Jun. 05, 015 Chapter 6. Differential Analysis of Fluid Flow 6.1 Fluid Element Kinematics In this section, mathematical description of the motion of fluid elements moving in a flow field is given. A small
More informationMechanics of Earthquakes and Faulting
Mechanics of Earthquakes and Faulting Lectures & 3, 9/31 Aug 017 www.geosc.psu.edu/courses/geosc508 Discussion of Handin, JGR, 1969 and Chapter 1 Scholz, 00. Stress analysis and Mohr Circles Coulomb Failure
More informationRotational & Rigid-Body Mechanics. Lectures 3+4
Rotational & Rigid-Body Mechanics Lectures 3+4 Rotational Motion So far: point objects moving through a trajectory. Next: moving actual dimensional objects and rotating them. 2 Circular Motion - Definitions
More informationA free-vibration thermo-elastic analysis of laminated structures by variable ESL/LW plate finite element
A free-vibration thermo-elastic analysis of laminated structures by variable ESL/LW plate finite element Authors: Prof. Erasmo Carrera Dr. Stefano Valvano Bologna, 4-7 July 2017 Research group at Politecnico
More informationChapter 5. The Differential Forms of the Fundamental Laws
Chapter 5 The Differential Forms of the Fundamental Laws 1 5.1 Introduction Two primary methods in deriving the differential forms of fundamental laws: Gauss s Theorem: Allows area integrals of the equations
More informationCHAPTER 4 Stress Transformation
CHAPTER 4 Stress Transformation ANALYSIS OF STRESS For this topic, the stresses to be considered are not on the perpendicular and parallel planes only but also on other inclined planes. A P a a b b P z
More information' Liberty and Umou Ono and Inseparablo "
3 5? #< q 8 2 / / ) 9 ) 2 ) > < _ / ] > ) 2 ) ) 5 > x > [ < > < ) > _ ] ]? <
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 informationTensor Visualization. CSC 7443: Scientific Information Visualization
Tensor Visualization Tensor data A tensor is a multivariate quantity Scalar is a tensor of rank zero s = s(x,y,z) Vector is a tensor of rank one v = (v x,v y,v z ) For a symmetric tensor of rank 2, its
More informationClassical Mechanics. Luis Anchordoqui
1 Rigid Body Motion Inertia Tensor Rotational Kinetic Energy Principal Axes of Rotation Steiner s Theorem Euler s Equations for a Rigid Body Eulerian Angles Review of Fundamental Equations 2 Rigid body
More informationPlane and axisymmetric models in Mentat & MARC. Tutorial with some Background
Plane and axisymmetric models in Mentat & MARC Tutorial with some Background Eindhoven University of Technology Department of Mechanical Engineering Piet J.G. Schreurs Lambèrt C.A. van Breemen March 6,
More informationOWELL WEEKLY JOURNAL
Y \»< - } Y Y Y & #»»» q ] q»»»>) & - - - } ) x ( - { Y» & ( x - (» & )< - Y X - & Q Q» 3 - x Q Y 6 \Y > Y Y X 3 3-9 33 x - - / - -»- --
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 informationCOMP 175 COMPUTER GRAPHICS. Lecture 04: Transform 1. COMP 175: Computer Graphics February 9, Erik Anderson 04 Transform 1
Lecture 04: Transform COMP 75: Computer Graphics February 9, 206 /59 Admin Sign up via email/piazza for your in-person grading Anderson@cs.tufts.edu 2/59 Geometric Transform Apply transforms to a hierarchy
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 informationV (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 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 informationEE C245 ME C218 Introduction to MEMS Design Fall 2007
EE C245 ME C218 Introduction to MEMS Design Fall 2007 Prof. Clark T.-C. Nguyen Dept. of Electrical Engineering & Computer Sciences University of California at Berkeley Berkeley, CA 94720 Lecture 13: Material
More information12. 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 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 informationPEAT SEISMOLOGY Lecture 12: Earthquake source mechanisms and radiation patterns II
PEAT8002 - SEISMOLOGY Lecture 12: Earthquake source mechanisms and radiation patterns II Nick Rawlinson Research School of Earth Sciences Australian National University Waveform modelling P-wave first-motions
More informationEKC314: TRANSPORT PHENOMENA Core Course for B.Eng.(Chemical Engineering) Semester II (2008/2009)
EKC314: TRANSPORT PHENOMENA Core Course for B.Eng.(Chemical Engineering) Semester II (2008/2009) Dr. Mohamad Hekarl Uzir-chhekarl@eng.usm.my School of Chemical Engineering Engineering Campus, Universiti
More information2.4 CONTINUUM MECHANICS (SOLIDS)
43.4 CONTINUUM MCHANICS (SOLIDS) In this introduction to continuum mechanics we consider the basic equations describing the physical effects created by external forces acting upon solids and fluids. In
More informationMechanical Properties of Materials
Mechanical Properties of Materials Strains Material Model Stresses Learning objectives Understand the qualitative and quantitative description of mechanical properties of materials. Learn the logic of
More informationBasic Concepts of Strain and Tilt. Evelyn Roeloffs, USGS June 2008
Basic Concepts of Strain and Tilt Evelyn Roeloffs, USGS June 2008 1 Coordinates Right-handed coordinate system, with positions along the three axes specified by x,y,z. x,y will usually be horizontal, and
More informationCrew of25 Men Start Monday On Showboat. Many Permanent Improvements To Be Made;Project Under WPA
U G G G U 2 93 YX Y q 25 3 < : z? 0 (? 8 0 G 936 x z x z? \ 9 7500 00? 5 q 938 27? 60 & 69? 937 q? G x? 937 69 58 } x? 88 G # x 8 > x G 0 G 0 x 8 x 0 U 93 6 ( 2 x : X 7 8 G G G q x U> x 0 > x < x G U 5
More informationL bor y nnd Union One nnd Inseparable. LOW I'LL, MICHIGAN. WLDNHSDA Y. JULY ), I8T. liuwkll NATIdiNAI, liank
G k y $5 y / >/ k «««# ) /% < # «/» Y»««««?# «< >«>» y k»» «k F 5 8 Y Y F G k F >«y y
More information6. 3D Kinematics DE2-EA 2.1: M4DE. Dr Connor Myant
DE2-EA 2.1: M4DE Dr Connor Myant 6. 3D Kinematics Comments and corrections to connor.myant@imperial.ac.uk Lecture resources may be found on Blackboard and at http://connormyant.com Contents Three-Dimensional
More informationCOMPRESSION AND BENDING STIFFNESS OF FIBER-REINFORCED ELASTOMERIC BEARINGS. Abstract. Introduction
COMPRESSION AND BENDING STIFFNESS OF FIBER-REINFORCED ELASTOMERIC BEARINGS Hsiang-Chuan Tsai, National Taiwan University of Science and Technology, Taipei, Taiwan James M. Kelly, University of California,
More informationExercise 1: Inertia moment of a simple pendulum
Exercise : Inertia moment of a simple pendulum A simple pendulum is represented in Figure. Three reference frames are introduced: R is the fixed/inertial RF, with origin in the rotation center and i along
More informationStress transformation and Mohr s circle for stresses
Stress transformation and Mohr s circle for stresses 1.1 General State of stress Consider a certain body, subjected to external force. The force F is acting on the surface over an area da of the surface.
More informationRotational Motion. Chapter 4. P. J. Grandinetti. Sep. 1, Chem P. J. Grandinetti (Chem. 4300) Rotational Motion Sep.
Rotational Motion Chapter 4 P. J. Grandinetti Chem. 4300 Sep. 1, 2017 P. J. Grandinetti (Chem. 4300) Rotational Motion Sep. 1, 2017 1 / 76 Angular Momentum The angular momentum of a particle with respect
More informationLecture Topics. Structural Geology Sec3on Steve Martel POST Introduc3on. 2 Rock structures. 3 Stress and strain 4 Isostacy
GG611 Structural Geology Sec3on Steve Martel POST 805 smartel@hawaii.edu Lecture 1 Philosophy Orienta3on of Lines and Planes in Space 1 1 Introduc3on A. Philosophy Lecture Topics B. Orienta3on of lines
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 informationUnit 13 Review of Simple Beam Theory
MIT - 16.0 Fall, 00 Unit 13 Review of Simple Beam Theory Readings: Review Unified Engineering notes on Beam Theory BMP 3.8, 3.9, 3.10 T & G 10-15 Paul A. Lagace, Ph.D. Professor of Aeronautics & Astronautics
More informationAfter successfully answering these questions, the students will be able to
Pre-Lab Questions 4 Topic: Simple Pendulum Objective: 1. To enable the students to identify the physical parameters of a simple pendulum. 2. To enable the students to identify the independent and dependant
More informationChapter 1 Fluid Characteristics
Chapter 1 Fluid Characteristics 1.1 Introduction 1.1.1 Phases Solid increasing increasing spacing and intermolecular liquid latitude of cohesive Fluid gas (vapor) molecular force plasma motion 1.1.2 Fluidity
More informationAE/ME 339. K. M. Isaac Professor of Aerospace Engineering. 12/21/01 topic7_ns_equations 1
AE/ME 339 Professor of Aerospace Engineering 12/21/01 topic7_ns_equations 1 Continuity equation Governing equation summary Non-conservation form D Dt. V 0.(2.29) Conservation form ( V ) 0...(2.33) t 12/21/01
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 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 informationA. H. Hall, 33, 35 &37, Lendoi
7 X x > - z Z - ----»»x - % x x» [> Q - ) < % - - 7»- -Q 9 Q # 5 - z -> Q x > z»- ~» - x " < z Q q»» > X»? Q ~ - - % % < - < - - 7 - x -X - -- 6 97 9
More informationHIGHER-ORDER THEORIES
HIGHER-ORDER THEORIES THIRD-ORDER SHEAR DEFORMATION PLATE THEORY LAYERWISE LAMINATE THEORY J.N. Reddy 1 Third-Order Shear Deformation Plate Theory Assumed Displacement Field µ u(x y z t) u 0 (x y t) +
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 informationA Semi-Analytical Thermal Elastic Model for Directional Crystal Growth with Weakly Anisotropy
A Semi-Analytical Thermal Elastic Model for Directional Crystal Growth with Weakly Anisotropy School of Mathematical Sciences Peking University with Sean Bohun, Penn State University Huaxiong Huang, York
More informationVECTORS IN A STRAIGHT LINE
A. The Equation of a Straight Line VECTORS P3 VECTORS IN A STRAIGHT LINE A particular line is uniquely located in space if : I. It has a known direction, d, and passed through a known fixed point, or II.
More informationCHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES
CHAPTER THREE SYMMETRIC BENDING OF CIRCLE PLATES * Governing equations in beam and plate bending ** Solution by superposition 1.1 From Beam Bending to Plate Bending 1.2 Governing Equations For Symmetric
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 informationCONSTITUTIVE RELATIONS FOR LINEAR ELASTIC SOLIDS
Chapter 9 CONSTITUTIV RLATIONS FOR LINAR LASTIC SOLIDS Figure 9.1: Hooke memorial window, St. Helen s, Bishopsgate, City of London 211 212 CHAPTR 9. CONSTITUTIV RLATIONS FOR LINAR LASTIC SOLIDS 9.1 Mechanical
More information[5] Stress and Strain
[5] Stress and Strain Page 1 of 34 [5] Stress and Strain [5.1] Internal Stress of Solids [5.2] Design of Simple Connections (will not be covered in class) [5.3] Deformation and Strain [5.4] Hooke s Law
More informationAnalytic and Numeric Tests of Fourier Deformation Model (Copyright 2003, Bridget R. Smith and David T. Sandwell)
Analytic and Numeric Tests of Fourier Deformation Model (Copyright 2003, Bridget R. Smith and David T. Sandwell) Although the solutions of our Fourier deformation model have been checked using computer
More informationRaymond A. Serway Chris Vuille. Chapter Seven. Rota9onal Mo9on and The Law of Gravity
Raymond A. Serway Chris Vuille Chapter Seven Rota9onal Mo9on and The Law of Gravity Rota9onal Mo9on An important part of everyday life Mo9on of the Earth Rota9ng wheels Angular mo9on Expressed in terms
More information