摘要
对钢纤维混凝土板式试件进行了双轴受压试验研究，并分析了钢纤维混凝土的破坏机理及增强机理，其中素混凝土试件破坏呈劈裂式，钢纤维混凝土试件破坏呈断裂式．
The slabbed specimens of SFRC subject to biaxial compression have been studied experimentally.It analyses the failure and enhancement mechanism of SFEC and finds that plain concrete spcimens failed in the splitting and SFEC failed in the faulling mode during the experiment.The strength and ductility of concrete mixed steel fibers are enhanced.
出处
《武汉交通科技大学学报》
1999年第1期59-62,共4页
Journal of Wuhan University of Technology(Transportation Science & Engineering)
关键词
混凝土
双轴受压
钢纤维混凝土
极限强度
concete melt extracted steel fibers
biaxial compression
failure mechanism
