Constitutive model of concrete under multi-axial stresses
Based on the Triaxial Elasto-Plastic and Continuum Fracture Model, which was proposed by Maekawa (1993), a novel isotropic constitutive model, the Modified Triaxial Elasto-Plastic and Continuum Fracture Model is proposed in the present work to simulate the nonlinear behavior of concrete under triaxi...
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| التنسيق: | Theses and Dissertations |
| اللغة: | English |
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2008
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| الوصول للمادة أونلاين: | http://hdl.handle.net/10356/11832 |
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| المؤسسة: | Nanyang Technological University |
| اللغة: | English |
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sg-ntu-dr.10356-118322023-03-03T19:28:16Z Constitutive model of concrete under multi-axial stresses Hu, Ou Er. Cheong, Hee Kiat School of Civil and Environmental Engineering Tan, Teng Hooi DRNTU::Engineering::Civil engineering::Structures and design Based on the Triaxial Elasto-Plastic and Continuum Fracture Model, which was proposed by Maekawa (1993), a novel isotropic constitutive model, the Modified Triaxial Elasto-Plastic and Continuum Fracture Model is proposed in the present work to simulate the nonlinear behavior of concrete under triaxial cyclic loading by appropriately representing the damage, plasticity, and hysteresis. Doctor of Philosophy (CEE) 2008-09-25T06:29:58Z 2008-09-25T06:29:58Z 2003 2003 Thesis http://hdl.handle.net/10356/11832 en Nanyang Technological University 294 p. application/pdf |
| institution |
Nanyang Technological University |
| building |
NTU Library |
| continent |
Asia |
| country |
Singapore Singapore |
| content_provider |
NTU Library |
| collection |
DR-NTU |
| language |
English |
| topic |
DRNTU::Engineering::Civil engineering::Structures and design |
| spellingShingle |
DRNTU::Engineering::Civil engineering::Structures and design Hu, Ou Er. Constitutive model of concrete under multi-axial stresses |
| description |
Based on the Triaxial Elasto-Plastic and Continuum Fracture Model, which was proposed by Maekawa (1993), a novel isotropic constitutive model, the Modified Triaxial Elasto-Plastic and Continuum Fracture Model is proposed in the present work to simulate the nonlinear behavior of concrete under triaxial cyclic loading by appropriately representing the damage, plasticity, and hysteresis. |
| author2 |
Cheong, Hee Kiat |
| author_facet |
Cheong, Hee Kiat Hu, Ou Er. |
| format |
Theses and Dissertations |
| author |
Hu, Ou Er. |
| author_sort |
Hu, Ou Er. |
| title |
Constitutive model of concrete under multi-axial stresses |
| title_short |
Constitutive model of concrete under multi-axial stresses |
| title_full |
Constitutive model of concrete under multi-axial stresses |
| title_fullStr |
Constitutive model of concrete under multi-axial stresses |
| title_full_unstemmed |
Constitutive model of concrete under multi-axial stresses |
| title_sort |
constitutive model of concrete under multi-axial stresses |
| publishDate |
2008 |
| url |
http://hdl.handle.net/10356/11832 |
| _version_ |
1759856699680751616 |