Experimental study on the shear toughness of steel fiber reinforced self-compacting high performance concrete

被引：0
|
作者：
Liu, Siguo [1 ]
Ding, Yining [1 ]
机构：
[1] State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China
来源：
Jianzhu Jiegou Xuebao/Journal of Building Structures | 2008年 / 29卷 / SUPPL.期
关键词：
Behavioral research - High performance concrete - Reinforced concrete - Fiber reinforced materials - Steel fibers - Self compacting concrete;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
Steel fiber reinforced self-compacting high performance concrete (SFRSCHPC) shows significant advantages in workability and toughness. Shear strength and shear toughness are important parameters for members mechanical analysis. In this paper, modified compact shear test are carried out, the research results on shear behavior of SFRSCHPC, including shear-slip curve, shear strength, the first crack slip, and the shear toughness, were presented. Steel fiber can obviously improve the shear strength, and significantly increase shear toughness; the shear strength and shear toughness increase with the increment of fiber dosage. The modified compact shear test and proposal method can be used to evaluate the shear strength and shear toughness.
引用
收藏
页码：52 / 56
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