Numerical simulation of plain concrete specimens with micromechanical model and simple lattice model

• المؤلفون الرئيسيون: Teng, Susanto, Li, Qingliu, Liu, Yu
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2017
• الموضوعات: Plain concrete; Concrete specimens
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/85143; http://hdl.handle.net/10220/43646
• المؤسسة: Nanyang Technological University

In this paper, a recently proposed micromechanical model for concrete is combined with a simple lattice model to simulate the behaviours of plain concrete specimens under tension, compression and three-point bending. The Mori–Tanaka method based micromechanical model for concrete considers the micro...