冻融循环作用下表层嵌贴CFRP-混凝土界面黏结性能试验研究  

Experimental Study of Bond between Near-surface Mounted CFRP Strips and Concrete under Freeze-thawing Cycles

作　　者：彭晖[1,2] 刘洋[1] 付俊俊[1] 苏鹏[1] 刘扬[1,2] 

机构地区：[1]长沙理工大学土木与建筑学院,湖南长沙410114 [2]长沙理工大学南方地区桥梁长期性能提升技术国家地方联合工程实验室,湖南长沙410114

出　　处：《湖南大学学报（自然科学版）》2017年第5期63-72,共10页Journal of Hunan University:Natural Sciences

基　　金：国家自然科学基金资助项目(51578078);国家重点基础研究发展计划(973计划)项目(2015CB057701);湖南省教育厅科学研究重点项目(14A005);长沙市科技计划项目(K1508020-31)~~

摘　　要：以嵌贴CFRP-混凝土黏结的冻融耐久性为研究对象,通过拔出试验考察了冻融循环作用下嵌贴FRP与具有不同强度或抗冻性能混凝土的黏结性能,讨论了冻融循环下嵌贴FRP-混凝土界面黏结的退化机理;分析了冻融循环作用下混凝土槽至试件边缘距离、胶层厚度等因素对试件界面黏结性能的影响.试验结果表明:冻融循环作用下普通C30混凝土力学性能退化显著,添加引气防冻剂和减水剂的C30混凝土强度下降显著小于普通C30混凝土,C60混凝土强度反而有所提高;冻融循环导致了嵌贴CFRP-普通C30混凝土的黏结承载力下降和破坏模式转变,但嵌贴CFRP与抗冻混凝土间的黏结承载力没有显著降低,表明混凝土冻融损伤是冻融循环下嵌贴FRP-混凝土黏结退化的主要原因;槽壁厚度较小时,加载端槽壁混凝土出现锥形斜裂缝;胶层厚度较薄时,冻融循环作用下试件黏结承载力的降低较胶层较厚的试件更为显著.The durability of the interface between NSM FRP and concrete under freeze-thawing cycles was examined. The pull-out tests were conducted to investigate the influence of freeze-thawing cycles on the bond performance between NSM FRP and concrete with normal strength, high strength, or additional frost resistance. The mechanism of the bond degradation between NSM FRP and concrete under the freeze- thawing cycles was also discussed. Moreover, the influences of the distance between concrete edge and groove （edge distance） and the thickness of epoxy adhesive on the bond durability of the NSM FRP were studied. The test results show that freeze-thawing cycling resulted in the strength deterioration of ordinary concrete, while the high strength concrete and the concrete with frost resistance showed no significant de- terioration under freeze-thawing cycles. Freeze-thawing cycling also caused the transformation of failure mode and the relatively significant decrease in bond capacity for specimens using ordinary concrete. Never- theless, it had no substantial impact on the bond performance of specimens made by concrete with high strength or frost resistance. This result indicates that the bond deterioration of NSM FRP under freeze- thawing cycles was caused by low strength of concrete. Moreover, the decrease of edge distance resulted in cone-shape cracks at the loading end. When the thickness of epoxy adhesive was reduced, the bond strength degradation induced by freeze-thawing cycles was more significant compared with that of speci- mens with thicker epoxy adhesive.

关 键 词：表层嵌贴 CFRP 黏结性能 冻融循环 混凝土 

分 类 号：TU378[建筑科学—结构工程]