●图书目录
1Force Systems
1.1Introduction
1.2Types of Force Distributions
1.3Closure
2Stress
2.1Introduction
2.2Stress Notation
2.3Transformation Formulations for Stress
2.4The Stress Tensor Is Symmetric
2.5Evaluation of Principal Stress;Tensor Invariants
2.6Plane Stress
2.7Mohr's Circle
2.8Threedimensional Mohr's Circle
2.9Summary
3Strain
3.1Introduction
3.2Small Domain Viewpoint28
3.3Small Deformation Restriction
3.4Rigidbody Rotation and Pure Deformation of an Element
3.5Physical Interpretation of Strain Terms
3.6Transformation Equations for Strain
3.7Equations of Compatibility
3.8A Note on Simply and Multiply Connected Bodies
3.9Closure
4Stressstrain Relations
4.1Introduction
4.2The Tensile Test56
4.3Strainhardening61
4.4Other Properties Pertaining to the Tensile Test
4.5Idealized Onedimensional Stressstrain Laws
4.6Generalized Hooke's Law
5Basic Equations of Elasticity
5.1Introduction
5.2Equations of the Theory of Elasticity
5.3Boundaryvalue Problems
5.4Method of Analysis
5.5St. Venant's Principle
5.6Uniqueness Condition
5.7Prismatic Bar Hanging by Its Own Weight
5.8Closure
6Problems in Plane Strain and Plane Stress from the Theory of Elasticity
6.1Introduction
6.2Airy's Function
6.3Problems in Cylindrical Coordinates
6.4Axially-symmetric Stress Distributions
6.5Discussion of Basic Equations
6.6Plane-stress Solutions:Plate with a Hole
6.7The Case of the Curved Beam
6.8Closure
7Plasticity
7.1Introduction
7.2Comparison of Elasticity and Plasticity
7.3Models for Plastic Deformation
7.4The Yield Locus and Surface
7.5Yield Criteria
7.6Tresca Criterion
7.7Von Mises Criterion
7.8Distortion Energy
7.9Octahedral Shear Stress
7.10Flow Rules or Plastic Stressstrain Relationships
7.11Normality and Yield Surfaces
7.12Plastic Work
7.13Comparison of Mohr's Circles for Stress and Plastic Strain Increments
7.14A Geometrical Considerations
7.15Isotropic Hardening
8The Examples of Elastoplastic Analysis
8.1Introduction
8.2Plane Strain Compression of a Block
8.3Plane Strain Bending of a Beam
8.4Cylindrical Bars under Purem Torsion
8.5Pure Bending of Prismatic Beams
8.6Pure Bending of Rectangular and Circular Cross Section Beam
AppendixReference Answers
Reference
|