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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| Format: | Thesis |
| Language: | English |
| Published: |
2008
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| Online Access: | http://hdl.handle.net/10356/11832 |