玻璃钢/复合材料Issue(5)：68-71,4.
格栅剪力键的FRP板与混凝土粘结性能试验研究
EXPERIMENTAL STUDY ON BOND BEHAVIOR BETWEEN FRP PLATE AND CONCRETE WITH GRID SHEAR BOND
摘要
Abstract
For the different interface connection form of FRP board and concrete for single shear test,focusing on the destruction of the form,the ultimate bearing capacity and damage mechanism and so on.The results show that increasing the number of connectors and reducing the spacing between the joints can improve the interface shear capacity and improve the overall elactic stiffness of the members when arranging the unidirectional shear connections.The proposed two-way gration shear connector can significantly improve the overall shear strength of the interface and enhance the overall stiffness of the elastic phase member.关键词
FRP/混凝土/格栅剪力连接件/单剪试验Key words
FRP/concrete/grid shear connectors/simple shear test分类
通用工业技术引用本文复制引用
宗明明,韩丽婷,刘伟庆,童刚..格栅剪力键的FRP板与混凝土粘结性能试验研究[J].玻璃钢/复合材料,2017,(5):68-71,4.基金项目
国家自然科学基金重点项目(51238003) （51238003）
