1 Introduction
1.1 Elasto-Plastic Finite Elements
1.2 Bounds and Region of the Convex Yield Surface
1.3 Unified Strength Theory and its Implementation in Computer Codes
1.4 The Effect of Yield Criteria on the Numerical Analysis Results
1.5 Historical Review: With Emphasis on the Implementation and Application of Unified Strength Theory
1 6 Brief Summary
References
2 Stress and Strain
3 Material Models in Computational Plasticity
4 Unified Strength Theory and its Material Parameters
5 Non-Smooth Multi-Surface Plasticity
6 Implementation of the Unified Strength Theory into FEM Codes.
7 Examples of the Application of Unified Elasto-Plastic Constitutive Relations
8 Strip with a Circular Hole under Tension and Compression
9 Plastic Analysis of Footing Foundation Based on the Unified Strenghth Theory
10 Underground Caves, Tunnels and ExcaVation of Hydraulic Power Station
11 Implementation of the Unified Strength Theory into ABAQUS and its Application
12 2D Simulation of Normal Penetration Using the Unified Strength Theory
13 3D Simulation of Normal and Oblique Penetration and Perforation
14 Underground Mining
15 Reinforced Concrete Beam and Plate
16 Stability Analysis of Underground Caverns Based on the Unified Strength Theory
17 Stability of Slope
18 Unified Strength Theory and FLAC
19 Mesomechanics and Multiscale Modelling for Yield Surface
20 Miscellaneous Issues: Ancient Structures, Propellant of Solid Rocket, Parts of Rocket and Generator
Index
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