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FRP与砖界面粘结性能的数值分析
Numerical Analysis of Interface Bonding between Fiber Reinforced Polymer and Clay Brick
【摘要】 利用有限元软件ABAQUS建立纤维复合材料(FRP)-砖界面分析模型,模拟其粘结应力分布,加载端荷载-位移曲线及界面应力的传递过程,并与试验结果进行对比分析.结果表明:数值模拟结果与试验结果吻合较好,采用的FRP-砖界面计算模型具有可行性;粘结承载力随着FRP与砖粘结长度的增加而增加,当粘结长度达到某一定值后,粘结承载力基本不增长,此时增加粘结长度可改善试件的延性,增加试件的极限位移.
【Abstract】 A numerical model is proposed to this paper to simulate the bonding stress distribution on the interface between fiber reinforced polymer(FRP)and brick based on finite element software ABAQUS.Using the numerical model,the load-displacement curve and the bonding stress distributions of FRP-brick interface are obtained,which shows the model is feasible.Bond bearing capacity increases with the increase of FRP′s bond length.When the bond length reaches a certain value,bond bearing capacity does not increased,but it can improve the ductility of the specimens,and raise the limit displacement.
【Key words】 fiber reinforced polymer; brick; interface; numerical analysis;
- 【文献出处】 华侨大学学报(自然科学版) ,Journal of Huaqiao University(Natural Science) , 编辑部邮箱 ,2015年01期
- 【分类号】TU364
- 【被引频次】3
- 【下载频次】178