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Non-Linear Mechanics of Reinforced Concrete / / K. Maekawa, H. Okamura, A. Pimanmas
| Non-Linear Mechanics of Reinforced Concrete / / K. Maekawa, H. Okamura, A. Pimanmas |
| Autore | Maekawa K. |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Boca Raton, FL : , : CRC Press, , 2014 |
| Descrizione fisica | 1 online resource (768 p.) |
| Disciplina | 624.1/8341 |
| Soggetto topico |
Reinforced concrete construction
Reinforced concrete - Mathematical models Nonlinear mechanics |
| Soggetto genere / forma | Electronic books. |
| ISBN |
0-415-51392-8
0-429-08278-9 1-4822-8808-7 6610022259 0-203-30288-5 1-280-02225-6 9786610022250 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
CONTENTS; 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 Constitutive modeling of reinforced concrete |
| Record Nr. | UNINA-9910451199803321 |
Maekawa K.
|
||
| Boca Raton, FL : , : CRC Press, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Non-Linear Mechanics of Reinforced Concrete / / K. Maekawa, H. Okamura, A. Pimanmas
| Non-Linear Mechanics of Reinforced Concrete / / K. Maekawa, H. Okamura, A. Pimanmas |
| Autore | Maekawa K. |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Boca Raton, FL : , : CRC Press, , 2014 |
| Descrizione fisica | 1 online resource (768 p.) |
| Disciplina | 624.1/8341 |
| Soggetto topico |
Reinforced concrete construction
Reinforced concrete - Mathematical models Nonlinear mechanics |
| ISBN |
0-415-51392-8
0-429-08278-9 1-4822-8808-7 6610022259 0-203-30288-5 1-280-02225-6 9786610022250 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
CONTENTS; 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 Constitutive modeling of reinforced concrete |
| Record Nr. | UNINA-9910783805603321 |
|
Maekawa K.
|
||
| Boca Raton, FL : , : CRC Press, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||