Experimental research on shear capacity of reinforced high-strength lightweight concrete beams

被引：0
|
作者：
Liu, Mu-Yu [1 ]
Yin, Hua-Quan [1 ]
Ding, Qing-Jun [1 ]
Hu, Shu-Guang [1 ]
机构：
[1] Wuhan Univ Technol, Hubei Key Lab Roadway Bridge & Struct Engn, Wuhan 430070, Peoples R China
来源：
Advances in Structural Engineering:Theory and Applications Vols 1 and 2 | 2006年
关键词：
high-strength lightweight concrete; strength of concrete; stirrup ratio; shear span-depth ratio;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
An experimental investigation was conducted to study the capacity of shear-critical reinforced concrete beams of high-strength lightweight concrete subjected to concentrated loads. The effect of concrete, strength, stirrup ratio and shear span-depth ratio on shear strength was researched through the tests of ten high-strength lightweight concrete and one normal-weight concrete beams with or without web bars.
引用
收藏
页码：1658 / 1664
页数：7
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