Modern computer simulations make stress analysis easy. As they continue to replace classical mathematical methods of analysis, these software programs require users to have a solid understanding of the fundamental principles on which they are based.Develop Intuitive Ability to Identify and Avoid Physically Meaningless PredictionsApplied Mechanics o
Licens varighed:
Bookshelf online: 5 år fra købsdato.
Bookshelf appen: ubegrænset dage fra købsdato.
Udgiveren oplyser at følgende begrænsninger er gældende for dette produkt:
Print: 2 sider kan printes ad gangen
Copy: højest 2 sider i alt kan kopieres (copy/paste)
Modern computer simulations make stress analysis easy. As they continue to replace classical mathematical methods of analysis, these software programs require users to have a solid understanding of the fundamental principles on which they are based.Develop Intuitive Ability to Identify and Avoid Physically Meaningless PredictionsApplied Mechanics o
Licens varighed:
Bookshelf online: 5 år fra købsdato.
Bookshelf appen: ubegrænset dage fra købsdato.
Udgiveren oplyser at følgende begrænsninger er gældende for dette produkt:
Print: 2 sider kan printes ad gangen
Copy: højest 2 sider i alt kan kopieres (copy/paste)
Modern computer simulations make stress analysis easy. As they continue to replace classical mathematical methods of analysis, these software programs require users to have a solid understanding of the fundamental principles on which they are based.Develop Intuitive Ability to Identify and Avoid Physically Meaningless PredictionsApplied Mechanics o
Licens varighed:
Bookshelf online: 5 år fra købsdato.
Bookshelf appen: ubegrænset dage fra købsdato.
Udgiveren oplyser at følgende begrænsninger er gældende for dette produkt:
Print: 2 sider kan printes ad gangen
Copy: højest 2 sider i alt kan kopieres (copy/paste)
Modern computer simulations make stress analysis easy. As they continue to replace classical mathematical methods of analysis, these software programs require users to have a solid understanding of the fundamental principles on which they are based.
Develop Intuitive Ability to Identify and Avoid Physically Meaningless Predictions
Applied Mechanics of Solids is a powerful tool for understanding how to take advantage of these revolutionary computer advances in the field of solid mechanics. Beginning with a description of the physical and mathematical laws that govern deformation in solids, the text presents modern constitutive equations, as well as analytical and computational methods of stress analysis and fracture mechanics. It also addresses the nonlinear theory of deformable rods, membranes, plates, and shells, and solutions to important boundary and initial value problems in solid mechanics.
The author uses the step-by-step manner of a blackboard lecture to explain problem solving methods, often providing the solution to a problem before its derivation is presented. This format will be useful for practicing engineers and scientists who need a quick review of some aspect of solid mechanics, as well as for instructors and students.
Select and Combine Topics Using Self-Contained Modules and Subsections
Borrowing from the classical literature on linear elasticity, plasticity, and structural mechanics, this book:
- Introduces concepts, analytical techniques, and numerical methods used to analyze deformation, stress, and failure in materials or components
- Discusses the use of finite element software for stress analysis
- Assesses simple analytical solutions to explain how to set up properly posed boundary and initial-value problems
- Provides an understanding of algorithms implemented in software code
Complemented by the author's website, which features problem sets and sample code for self study, this book offers a crucial overview of problem solving for solid mechanics. It will help readers make optimal use of commercial finite element programs to achieve the most accurate prediction results possible.
1 Overview of Solid Mechanics DEFINING A PROBLEM IN SOLID MECHANICS 2 Governing Equations MATHEMATICAL DESCRIPTION OF SHAPE CHANGES IN SOLIDS MATHEMATICAL DESCRIPTION OF INTERNAL FORCES IN SOLIDS EQUATIONS OF MOTION AND EQUILIBRIUM FOR DEFORMABLE SOLIDS WORK DONE BY STRESSES: PRINCIPLE OF VIRTUAL WORK 3 Constitutive Models: Relations between Stress and Strain GENERAL REQUIREMENTS FOR CONSTITUTIVE EQUATIONS LINEAR ELASTIC MATERIAL BEHAVIORSY HYPOELASTICITY: ELASTIC MATERIALS WITH A NONLINEAR STRESS-STRAIN RELATION UNDER SMALL DEFORMATION GENERALIZED HOOKE''S LAW: ELASTIC MATERIALS SUBJECTED TO SMALL STRETCHES BUT LARGE ROTATIONS HYPERELASTICITY: TIME-INDEPENDENT BEHAVIOR OF RUBBERS AND FOAMS SUBJECTED TO LARGE STRAINS LINEAR VISCOELASTIC MATERIALS: TIME-DEPENDENT BEHAVIOR OF POLYMERS AT SMALL STRAINS SMALL STRAIN, RATE-INDEPENDENT PLASTICITY: METALS LOADED BEYOND YIELD SMALL-STRAIN VISCOPLASTICITY: CREEP AND HIGH STRAIN RATE DEFORMATION OF CRYSTALLINE SOLIDS LARGE STRAIN, RATE-DEPENDENT PLASTICITY LARGE STRAIN VISCOELASTICITY CRITICAL STATE MODELS FOR SOILS CONSTITUTIVE MODELS FOR METAL SINGLE CRYSTALS CONSTITUTIVE MODELS FOR CONTACTING SURFACES AND INTERFACES IN SOLIDS 4 Solutions to Simple Boundary and Initial Value Problems AXIALLY AND SPHERICALLY SYMMETRIC SOLUTIONS TO QUASI-STATIC LINEAR ELASTIC PROBLEMS AXIALLY AND SPHERICALLY SYMMETRIC SOLUTIONS TO QUASI-STATIC ELASTIC-PLASTIC PROBLEMS SPHERICALLY SYMMETRIC SOLUTION TO QUASI-STATIC LARGE STRAIN ELASTICITY PROBLEMS SIMPLE DYNAMIC SOLUTIONS FOR LINEAR ELASTIC MATERIALS 5 Solutions for Linear Elastic Solids GENERAL PRINCIPLES AIRY FUNCTION SOLUTION TO PLANE STRESS AND STRAIN STATIC LINEAR ELASTIC PROBLEMS COMPLEX VARIABLE SOLUTION TO PLANE STRAIN STATIC LINEAR ELASTIC PROBLEMS SOLUTIONS TO 3D STATIC PROBLEMS IN LINEAR ELASTICITY SOLUTIONS TO GENERALIZED PLANE PROBLEMS FOR ANISOTROPIC LINEAR ELASTIC SOLIDS SOLUTIONS TO DYNAMIC PROBLEMS FOR ISOTROPIC LINEAR ELASTIC SOLIDS ENERGY METHODS FOR SOLVING STATIC LINEAR ELASTICITY PROBLEMS THE RECIPROCAL THEOREM AND APPLICATIONS ENERGETICS OF DISLOCATIONS IN ELASTIC SOLIDS RAYLEIGH-RITZ METHOD FOR ESTIMATING NATURAL FREQUENCY OF AN ELASTIC SOLID 6 Solutions for Plastic Solids SLIP-LINE FIELD THEORY BOUNDING THEOREMS IN PLASTICITY AND THEIR APPLICATIONS 7 Finite Element Analysis: An Introduction A GUIDE TO USING FINITE ELEMENT SOFTWARE A SIMPLE FINITE ELEMENT PROGRAM 8 Finite Element Analysis: Theory and Implementation GENERALIZED FEM FOR STATIC LINEAR ELASTICITY THE FEM FOR DYNAMIC LINEAR ELASTICITY FEM FOR NONLINEAR (HYPOELASTIC) MATERIALS FEM FOR LARGE DEFORMATIONS: HYPERELASTIC MATERIALS THE FEM FOR VISCOPLASTICITY ADVANCED ELEMENT FORMULATIONS: INCOMPATIBLE MODES, REDUCED INTEGRATION, AND HYBRID ELEMENTS LIST OF EXAMPLE FEA PROGRAMS AND INPUT FILES 9 Modeling Material Failure SUMMARY OF MECHANISMS OF FRACTURE AND FATIGUE UNDER STATIC AND CYCLIC LOADING STRESS- AND STRAIN-BASED FRACTURE AND FATIGUE CRITERIA MODELING FAILURE BY CRACK GROWTH: LINEAR ELASTIC FRACTURE MECHANICS ENERGY METHODS IN FRACTURE MECHANICS PLASTIC FRACTURE MECHANICS LINEAR ELASTIC FRACTURE MECHANICS OF INTERFACES 10 Solutions for Rods, Beams, Membranes, Plates, and Shells PRELIMINARIES: DYADIC NOTATION FOR VECTORS AND TENSORS MOTION AND DEFORMATION OF SLENDER RODS SIMPLIFIED VERSIONS OF THE GENERAL THEORY OF DEFORMABLE ROD EXACT SOLUTIONS TO SIMPLE PROBLEMS INVOLVING ELASTIC RODS MOTION AND DEFORMATION OF THIN SHELLS: GENERAL THEORY SIMPLIFIED VERSIONS OF GENERAL SHELL THEORY: FLAT PLATES AND MEMBRANES SOLUTIONS TO SIMPLE PROBLEMS INVOLVING MEMBRANES, PLATES, AND SHELLS Appendix A: Review of Vectors and Matrices A.1. VECTORS A.2. VECTOR FIELDS AND VECTOR CALCULUS A.3. MATRICES Appendix B: Introduction to Tensors and Their Properties B.1. BASIC PROPERTIES OF TENSORS B.2. OPERATIONS ON SECOND-ORDER TENSORS B.3. SPECIAL TENSORS Appendix C: Index Notation for Vector and Tensor Operations C.1. VECTOR AND TENSOR COMPONENTS C.2. CONVENTIONS AND SPECIAL SYMBOLS FOR INDEX NOTATION C.3. RULES OF INDEX NOTATION C.4. VECTOR OPERATIONS EXPRESSED USING INDEX NOTATION C.5. TENSOR OPERATIONS EXPRESSED USING INDEX NOTATION C.6. CALCULUS USING INDEX NOTATION C.7. EXAMPLES OF ALGEBRAIC MANIPULATIONS USING INDEX NOTATION Appendix D: Vectors and Tensor Operations in Polar Coordinates D.1. SPHERICAL-POLAR COORDINATES D.2. CYLINDRICAL-POLAR COORDINATES Appendix E: Miscellaneous Derivations E.1. RELATION BETWEEN THE AREAS OF THE FACES OF A TETRAHEDRON E.2. RELATION BETWEEN AREA ELEMENTS BEFORE AND AFTER DEFORMATION E.3. TIME DERIVATIVES OF INTEGRALS OVER VOLUMES WITHIN A DEFORMING SOLID E.4. TIME DERIVATIVES OF THE CURVATURE VECTOR FOR A DEFORMING ROD References