Constitutive model of concrete under multi-axial stresses

• المؤلف الرئيسي: Hu, Ou Er.
• مؤلفون آخرون: Cheong, Hee Kiat
• التنسيق: Theses and Dissertations
• اللغة: English
• منشور في: 2008
• الموضوعات: DRNTU::Engineering::Civil engineering::Structures and design
• الوصول للمادة أونلاين: http://hdl.handle.net/10356/11832
• المؤسسة: Nanyang Technological University

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...