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Nonlinear mechanics of reinforced concrete /
Presents a practical methodology for structural engineers, graduate students and researchers concerned with the design and maintenance of concrete structures.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
London ; New York :
Spon Press,
2003.
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| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- List of figures; List of tables; Preface; Acknowledgments; PART I; Analysis and modeling of reinforced concrete; 1.1 Behavioral simulation of structures; 1 Introduction; 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-averagedconstitutive 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 model2.8 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-directionalloading; 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 foruncracked concrete; 3.3 A three-dimensional zoning concept and anisotropicpost-cracking response; 3.4 Nonlinear structural analysis
- 4 Nonlinear soil-structure interaction4.1 The complete soil-structure system of nonlinearity; 4.2 Modeling of soil and soil-RC interface; 4.3 Nonlinear static response of underground RC structures; 4.4 A nonlinear dynamic analysis of the RC-soil system; 4.5 The failure/collapse mechanism of damaged undergroundstructures; 5 Three-dimensional analysis of shells and frames; Part 1: Shell elements; 5.1 Introduction; 5.2 Degenerated shell elements and layered formulations; 5.3 Geometrical nonlinearity; 5.4 Integration scheme
- 5.5 Crack patterns in a shell element subjected toout-of-plane transverse loads5.6 Verification of shell element; Part 2: Frame elements; 5.7 Fiber formulation; 5.8 Verification of frame elements; 5.9 Buckling and spalling models; 5.10 Frame members under large lateral deformation; 5.11 Post-peak cyclic response analysis; 5.12 Geometrical nonlinearity in the collapse of RC piers; 6 Analysis of strengthened and retrofitted structures; 6.1 Background; 6.2 A structural steel model; 6.3 A carbon fiber sheet model; 6.4 A steel-concrete interface model
- 6.5 Concentric and eccentric compression of strengthenedcolumns6.6 RC columns strengthened by steel encasement; 6.7 RC columns strengthened by carbon fiber sheetwrapping; 7 Nonlinear interaction of multi-directional cracking; 7.1 Crack-to-crack interaction; 7.2 A beam containing pre-cracks: two-way crackinteraction; 7.3 Numerical simulation of non-orthogonal two-way crackinteraction; 7.4 Three-way crack interaction; 7.5 Crack interaction in which two cracks are inclined closeto each other; 7.6 Shear failure of RC members subject to pre-cracking andcombined axial tension and shear; PART II