摘要
通过6根CFRP布条带约束混凝土圆柱静载试验,研究CFRP布条带约束对混凝土柱承载力和变形的影响规律。试验结果表明:随着条带包裹层数的增加,CFRP布条带约束混凝土柱承载力和变形均有一定幅度的提高。依据试验及理论分析,提出适用于CFRP布条带约束混凝土柱的承载力计算方法,可为工程设计人员提供一定的参考。
By the axial compression tests on a total of 6 concrete columns wrapped with CFRP cloth straps, the influence of CFRP cloth straps on the axial compressive strength and deformation was studied.The test results indicate the bearing capacity and ductility of concrete columns were increased with the increase of the layer of CFRP cloth straps.The simplified calculation method of bearing capacity was sum- marized based on test data and theoretical analysis, which can provide a reference for engineering designer.
出处
《混凝土》
CAS
北大核心
2016年第11期46-48,共3页
Concrete
基金
国家自然科学基金(51508222)
开放性创新试验计划(636OEP09)
关键词
CFRP布条带
混凝土柱
轴心受压
承载力计算
CFRP cloth straps
concrete column
axial compression
calculation method of bearing capacity