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蒋田勇,方志.FRP筋粘结式锚具的界面径向弹性模量分析[J].计算力学学报,2011,28(1):125~131
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FRP筋粘结式锚具的界面径向弹性模量分析
Investigation on radial elastic modulus of an interface of bond-type anchorage for FRP tendon
投稿时间:2009-02-21  修订日期:2009-10-29
DOI:10.7511/jslx201101023
中文关键词:  FRP  粘结  径向  弹性模量
英文关键词:FRP  bond  radial  elastic modulus
基金项目:国家自然科学基金(51078134);湖南省教育厅科技项目(10C0383)资助项目.
作者单位
蒋田勇 长沙理工大学 土木与建筑学院,长沙 410114 
方志 湖南大学 土木工程学院,长沙 410082 
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中文摘要:
      建立了FRP(Fibre Reinforced Polymer)筋粘结式锚具粘结界面的Rib-scale模型和Bar-scale模型,然后利用Fourier-Bessel级数推导了FRP筋、混凝土以及钢套筒等在径向应力作用下的解析解。解析解与数值解吻合较好,验证了用Fourier-Bessel级数表达的解析解的有效性。在此基础上,通过弹性应变能等效推导了径向弹性模量的表达式,参数分析表明FRP筋的横向弹性模量对径向弹性模量影响最大。筋材径向的计算结果表明,考虑径向弹性模量的Bar-scale模型具有较好的适用性;而对于筋材轴向的计算结果,粘结界面的径向弹性模量影响较小。
英文摘要:
      Rib-scale model and Bar-scale model of bond interface for FRP (Fiber Reinforced Polymer) bond-type anchors are made. The analytical solution with Fourier-Bessel series is obtained for FRP tendon and concrete and steel sleeve when the bond interface is subjected to a radial traction. The overall agreement between the analytical and numerical solutions suggests that the validity of present approaches and its applicability to bond-type anchorage for CFRP tendons are proved. Based on this equivalence measure of the strain energies stored in the elastic bodies, radial elastic modulus of an interface for bond-type anchorage is available from the analytical expressions. The analytical results show that it is most significant for transverse elastic modulus for FRP tendon to radial elastic modulus. Radial elastic modulus of bond interface is applied to the numerical analysis for investigating the bond performance in detail. The numerical results show that Bar-scale model with radial elastic modulus of bond interface is significant for the radial performance or not for the axial performance.
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