Investigation of fatigue crack propagation behavior in steel fiber-reinforced ultra-high-performance concrete (UHPC) under cyclic flexural loading

Author:

Niu Yanfei,Huang Haoliang,Wei Jiangxiong,Jiao Chujie,Miao Qiangqiang

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference27 articles.

1. Fatigue analysis of unidirectional GFRP composites under combined bending and torsional loads;El-Assal;Compos Struct,2007

2. The fatigue crack propagation laws and their application in the research on fatigue property of concrete;Cheng;Journal of Harbin University of C. E. & Architecture,2000

3. Effect of fiber volume fraction on crack propagation rate of ultra-high toughness cementitious composites;Liu Wen;Eng Fract Mech,2014

4. Investigation on crack propagation law of ultra-high toughness cementitious composites under fatigue flexure;Xu;Eng Fract Mech,2012

5. Fatigue reliability checking of reactive powder concrete bridge;Ziruo;Journal of the china railway society,2012

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