王全凤, 薛婷怡, 黄奕辉, 杨勇新, 徐玉野. FRP-砖界面粘结-滑移计算模型[J]. 工程力学, 2010, 27(12): 130-134,.
引用本文: 王全凤, 薛婷怡, 黄奕辉, 杨勇新, 徐玉野. FRP-砖界面粘结-滑移计算模型[J]. 工程力学, 2010, 27(12): 130-134,.
WANG Quan-feng, XUE Ting-yi, HUANG Yi-hui, YANG Yong-xin, XU Yu-ye. COMPUTATIONAL MODEL FOR BOND-SILP BEHAVIOR BETWEEN FRP AND BRICK[J]. Engineering Mechanics, 2010, 27(12): 130-134,.
Citation: WANG Quan-feng, XUE Ting-yi, HUANG Yi-hui, YANG Yong-xin, XU Yu-ye. COMPUTATIONAL MODEL FOR BOND-SILP BEHAVIOR BETWEEN FRP AND BRICK[J]. Engineering Mechanics, 2010, 27(12): 130-134,.

FRP-砖界面粘结-滑移计算模型

COMPUTATIONAL MODEL FOR BOND-SILP BEHAVIOR BETWEEN FRP AND BRICK

  • 摘要: 近年来国内外对FRP加固砌体结构技术的应用和研究呈现出快速发展的趋势。FRP-砖的界面力学行为及剥离破坏是FRP加固砌体技术应用的关键基础问题,也是难点问题。该文主要进行了FRP-砖界面粘结性能有限元数值模拟,利用建立的计算模型成功模拟了加载端荷载-位移曲线、FRP-砖界面的滑移分布、粘结应力分布。分析了各影响因素对极限粘结荷载的影响,并与试验结果进行了对比。结果表明:吻合较好,该文采用FRP-砖界面粘结-滑移计算模型是可行的。

     

    Abstract: External sticking of fiber reinforced polymer (FRP) plates or sheets are widely used for strengthening masonry structures. The behaviour of the FRP-brick interface is crucial to transferring stresses. A computational model is proposed in this paper to simulate the behaviour of bond-slip interface between FRP and brick. Using the computational model, the load-displacement curve, the slip distributions and the bond stress distributions of FRP-brick interface are simulated successfully. A comparison between the computed results and experiment results shows that the model is feasible.

     

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