摘要
通过在混凝土中加入不同体积率的钢纤维,测试了混凝土试块的抗剪与劈裂抗拉能力,结果表明:钢纤维对于混凝土试块抗剪能力的提高一直呈上升的趋势;混凝土试块达到一定程度后抗拉强度就不再增长,数值呈稳定状态,混凝土材料达到极限。
By joining in the concrete were added to volume ratio of steel fiber concrete block shear test and splitting capabilities. Test showed that: steel fiber for concrete try block of anti-cut capacity of improve has been rendering rose of trend,concrete try block in reached must degree hou tensile strength on no longer growth,numerical rendering stable state,concrete material reached limit.
出处
《山西建筑》
2016年第23期34-36,共3页
Shanxi Architecture
基金
全国大学生创新性实验资助项目
国家级项目
关键词
钢纤维
混凝土
抗剪强度
劈裂抗拉性能
steel fiber
concrete
shear strength
splitting tensile performance