Table of Contents
( \newcommand{\kernel}{\mathrm{null}\,}\)
Table of Contents
-
Licensing
-
1: The Concept of Strain
- 1.1: One-dimensional Strain
- 1.2: Extension to the 3-D case
- 1.3: Description of Strain in the Cylindrical Coordinate System
- 1.4: Kinematics of the Elementary Beam Theory
- 1.5: Euler-Bernoulli Hypothesis
- 1.6: Strain-Displacement Relation of Thin Plates
- 1.7: Advanced Topic- Derivation of the Strain-Displacement Relation for Thin Plates
- 1.8: Expanded Form of Strain-Displacement Relation
- 1.9: Moderately Large Deflections of Beams and Plates
- 1.10: Strain-Displacement Relations for Circulate Plates
-
2: The Concept of Stress, Generalized Stresses and Equilibrium
- 2.1: Stress Tensor
- 2.2: Advanced Topic - Local Equilibrium from the Principle of Virtual Work
- 2.3: Generalized Forces and Bending Moments in Plates
- 2.4: Advanced Topic - Principle of Virtual Work for Beams
- 2.5: Derivation of Equation of Equilibrium for Beams from the Principle of Virtual Work
- 2.6: Advanced Topic - Mathematical Theory of Beams
- 2.7: Equilibrium in the Theory of Moderately Large Deflections of Beams
- 2.8: Equilibrium of Rectangular Plates
- 2.9: Circular Plates
-
3: Development of Constitutive Equations of Continuum, Beams and Plates
- 3.1: Prologue to Development of Constitutive Equations for Continuum, Beams and Plates
- 3.2: Elasticity Law in 3-D Continuum
- 3.3: Specification to the 2-D Continuum
- 3.4: Hook’s Law in Generalized Quantities for Beams
- 3.5: Inconsistencies in the Elementary Beam Theory
- 3.6: Derivation of Constitutive Equations for Plates (Advanced)
- 3.7: Stress Formula for Plates
-
4: Solution Method for Beam Deflections
-
5: Moderately Large Deflection Theory of Beams
-
6: Bending Response of Plates and Optimum Design
-
7: Energy Methods in Elasticity
-
8: Stability of Elastic Structures
-
9: Advanced Topic in Column Buckling
-
10: Buckling of Plates and Sections
-
11: Fundamental Concepts in Structural Plasticity
- 11.1: Hardening Curve and Yield Curve
- 11.2: Loading/Unloading Condition
- 11.3: Incompressibility
- 11.4: Yield Condition
- 11.5: Isotropic and Kinematic Hardening
- 11.6: Flow Rule
- 11.7: Derivation of the Yield Condition from First Principles (Advanced)
- 11.8: Tresca Yield Condition
- 11.9: Experimental Validation
- 11.10: Example of the Design against First Yield
-
Index
-
Index
-
Glossary
-
Detailed Licensing