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预应力FRP筋混凝土梁的有限元建模与受力性能分析
引用本文:胡永骁,蔡江勇,周寰.预应力FRP筋混凝土梁的有限元建模与受力性能分析[J].国外建材科技,2007,28(2):56-59.
作者姓名:胡永骁  蔡江勇  周寰
作者单位:武汉理工大学土木工程与建筑学院,武汉,430070
摘    要:介绍了有限元软件ANSYS在预应力FRP筋混凝土梁非线性分析中的应用,论述了混凝土和FRP筋的单元选择、本构关系、预应力施加等问题及建模求解的过程,对一根无粘结预应力FRP筋混凝土试验梁进行有限元分析,得到梁的荷载-变形曲线,通过与试验数据对比验证了模型的可靠性。

关 键 词:预应力  FRP筋混凝土梁  非线性  有限元
修稿时间:2007年3月4日

Finite Element Model Building and Behavior of Prestressed Concrete Beam with FRP Tendons
HU Yong-xiao,CAI Jiang-yong,ZHOU Huan.Finite Element Model Building and Behavior of Prestressed Concrete Beam with FRP Tendons[J].Science and Technology of Overseas Building Materials,2007,28(2):56-59.
Authors:HU Yong-xiao  CAI Jiang-yong  ZHOU Huan
Abstract:The method of nonlinear analysis of prestressed concrete beam with FRP tendons in FEM software ANSYS was introduced.In the paper,some problems,include the choice of elements,constitutive equations,the infliction of prestressing force and the process of modelling and solving,were discussed.Then the finite element analysis of a unbonded prestressed concrete beam with FRP tendons was made in ANSYS and the load-distortion curve was attained.Comparing with the test data,it indicated that the method was applicable.
Keywords:prestressing force  concrete beam with FRP tendons  nonlinear  finite element
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