玻璃纤维片材(GFRP)与混凝土黏结性能研究  

Bond behavior of GFRP and concrete

作　　者：任慧韬[1] 姚谦峰[1] 胡安妮[2] 

机构地区：[1]西安建筑科技大学土木工程学院,陕西西安710055 [2]大连理工大学土木水利学院,辽宁大连116024

出　　处：《哈尔滨工业大学学报》2005年第12期1686-1690,共5页Journal of Harbin Institute of Technology

基　　金：辽宁省交通厅重点课题资助项目(0115)

摘　　要：为研究FRP与混凝土的黏结性能对结构加固效果的影响,采用单面剪切的试验方法研究GFRP与混凝土黏接性能.试验考虑的因素包括混凝土表面处理情况、混凝土的强度、GFRP的宽度、GFRP与混凝土宽度比、GFRP片材在混凝土黏结面上的黏结长度等.结果表明:混凝土强度、GFRP宽度以及黏结长度等因素对GFRP与混凝土黏接性能有较大影响.根据试验结果给出建议的GFRP与混凝土黏结强度计算公式.Strengthening of concrete structures with bonding FRP laminates has been increasingly used in recently years. The effective bond between FRP and concrete substrate is a critical factor that affects strength. Based on the lateral shear experiment, the bond behavior of GFRP and concrete is analyzed. Test variables include surface preparation of concrete, concrete compressive strength, ratio of width for GFRP and concrete, width of GFRP, bond length of GFRP, etc. The results show that concrete strength, the width of GFRP and the bond length of GFRP have a significant influence on the bond behavior between GFRP and concrete. In addition, a suggested formula of bond strength for GFRP and concrete is presented.

关 键 词：玻璃纤维片材 混凝土 黏结性能 

分 类 号：TU377.9[建筑科学—结构工程]