Simulation and Analysis of Reinforced Concrete Beam Stress Performance at Ultra-low Temperature Based on DIANA
For the study of reinforced concrete beam stress performance under ultra-low temperature,based on the material constitutive and mechanism at ultra-low temperature.The concrete constitute model and the simulation model are presented by DIANA software environment,the numerical simulations is implemented.The component test is expanded,and the experimental program is presented.The result of component test is compared with the simulation of DIANA.The results show that the reinforced concrete beam bearing capacity and stiffness are increased with lower temperature.
simulation Diana ultra-low temperature reinforced concrete beams bending property
Shuang Liu Chao Lv
College of Engineering Science & Technology Shanghai Ocean University Shanghai China
国际会议
太原
英文
97-101
2012-01-13(万方平台首次上网日期,不代表论文的发表时间)