Anlysis on Freeze-Thaw Cycling Damage of Layered Hybrid Fiber Reinforced Concrete
Based on the least squares theory and a damage variable D, a damage model is formed for the freeze-thaw degradation of the layered hybrid fiber reinforced concrete (LHFRC).By the model the degradation equations for the LHFRC and the plain concrete(PC) are regressed with the experimental data, which are identical in the initial phase and different in the damage propagation phase and the D is used to describe the damage process of concrete subjected to freeze-thaw cycles.The D of LHFRC is smaller than that of PC in the damage propagation phase.Furthermore, the frost resistance of LHFRC is stronger than that of PC due to steel fibers and polypropylene fibers having retarded the degradation of concrete.
Damage model Freeze-thaw cycling damage Layered hybrid fiber reinforced concrete
Dongqing He Bo Liu
Institute of Material and Structure,Henan University,Kaifeng 475001,China;School of Civil Engineerin School of Civil Engineering and Architecture,Henan University,Kaifeng 475001,China
国际会议
上海
英文
1743-1746
2012-10-19(万方平台首次上网日期,不代表论文的发表时间)