会议专题

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

the 2012 International Conference on Vibration, Structural Engineering and Measurement (2012年振动、结构工程与测量国际会议(ICVSEM2012))

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)