HB-FRP加固RC梁的精细有限元分析  

Meso-scale finite element analysis of HB-FRP strengthened reinforced concrete beams

作　　者：张峰[1] 徐向锋[2,3] 李术才[1] 

机构地区：[1]山东大学岩土与结构工程研究中心,济南250061 [2]长沙理工大学土木与建筑学院,长沙410076 [3]山东交通学院土木学院,济南250023

出　　处：《哈尔滨工业大学学报》2015年第8期125-128,共4页Journal of Harbin Institute of Technology

基　　金：国家自然科学基金资助项目(51108249)

摘　　要：为研究EB-FRP(externally bonded FRP)和HB-FRP(hybrid bonded FRP)加固梁的抗弯性能差异.基于3片室内模型梁的试验及精细化有限元数值模拟,选取了合适的材料模型,基于钝带裂缝模型,考虑钢筋与混凝土及FRP与混凝土的粘结滑移,对比分析试验数据,验证了数值有限元模型的有效性.结果表明:EB-FRP加固梁破坏形态为FRP端部剥离破坏,HBFRP加固梁为剪切破坏;与未加固梁相比,HB-FRP加固梁承载能力比EB-FRP加固梁增加约20%;HB-FRP加固梁破坏时,FRP的强度完全发挥;钢扣件有效提高了FRP的抗剥离能力.Flexural behavior of EB-FRP （externally bonded FRP ） and HB- FRP （hybrid bonded FRP ） strengthened RC beams is studied in this paper. Three beams test and finite element analysis was conducted. Basis on appropriate material model, blunt crack model, modelling of steel and FRP and their bond behavior, numerical finite element model is verified by comparing with model test results. The results show that failure mode of EB-FRP strengthened beams is plate end interfacial deboning. Failure mode of HB-FRP strengthened beams is shear failure. Compared with the beams without FRP strengthening, the flexural capacity increased by 20% for HB-FRP than EB -FRP. The FRP stress is about FRP strength for HB-FRP and steel fasters effectively prevent FRP deboning.

关 键 词：HB-FRP 混凝土 钝带裂缝模型 有限元 抗弯承载力 界面剪应力 

分 类 号：TU377.4[建筑科学—结构工程]