Reinforced Concrete Beam Stress Performance at Ultra-low Temperature

Shuang Liu, Chao Lv
2011 Procedia Engineering  
For the study of reinforced concrete beam stress performance under ultra-low temperature, based on the material constitutive and mechanism at ultra-low temperature, Using DIANA software environment, the numerical simulations is implemented, component test is expanded. The relationship is analysis between different temperatures. The results show that the reinforced concrete beam bearing capacity and stiffness are increased with lower temperature.
doi:10.1016/j.proeng.2011.11.2659 fatcat:cquwcv4gafdhvlynpkaz7kvrua