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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格式: | Theses and Dissertations |
語言: | English |
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2008
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在線閱讀: | http://hdl.handle.net/10356/11832 |
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