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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書目詳細資料
主要作者: Hu, Ou Er.
其他作者: Cheong, Hee Kiat
格式: Theses and Dissertations
語言:English
出版: 2008
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在線閱讀:http://hdl.handle.net/10356/11832
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