Non-Linear Mechanics of Reinforced Concrete

Part 1: Analysis and Modeling of Reinforced Concrete 1. Introduction 2. Two-Dimentional Analysis of Reinforced Concrete 3. Three-Dimentional Analysis of Reinforced Concrete 4. Analysis of Underground Structure and Soil-Structure Interactions 5. Analysis of Shell and Framed Structure 6. Analysis of Strengthened/Retrofitted Structures with Steel Encasement and Fiber Reinforced Wrapping 7. Analysis of Pre-Cracked Reinforced Concrete Member in Shear and Effect of Path-Dependency Part 2: Constitutive Model of Reincorced Concrete 8. Analysis of Stress Transfer Across Interface in Reinforced Concrete 9. Elasto-Plastic Fracture Model for Un-Cracked Concrete 10. Stress Transfer Across Crack in Reinforced Concrete Through Aggregate Interlock Action 11. Bond and Tensile Mechanics of Reinforced Concrete 12. Reinforcing Bar Model Under Arbitrary Loading Paths.

List of figures -- List of tables -- Preface -- Acknowledgments -- PART I -- Analysis and modeling of reinforced concrete -- 1 Introduction -- 1.1 Behavioral simulation of structures -- 1.2 Engineering applications -- 1.3 Organization of the book -- 2 Two-dimensional analysis of reinforced concrete -- 2.1 The concept of smeared cracks: a space-averaged constitutive model -- 2.2 Direction of cracking -- 2.3 Implicit formulation: preliminary discussion -- 2.4 Explicit formulation: the active crack approach -- 2.5 The orthogonal two-way fixed crack model -- 2.6 The quasi-orthogonal two-way fixed crack approach -- 2.7 Verification of the two-way fixed crack model -- 2.8 Four-way fixed crack model -- 2.9 Verification of the four-way fixed crack model -- 2.10 Two-dimensional structural analysis -- 2.11 Shear failure of a high-strength concrete beam -- 2.12 A shear wall subject to horizontal two-directional loading -- 2.13 An underground box culvert -- 3 Three-dimensional analysis of reinforced concrete -- 3.1 General concept -- 3.2 An elasto-plastic and continuum-fracture model for uncracked concrete -- 3.3 A three-dimensional zoning concept and anisotropic post-cracking response -- 3.4…