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张弦梁结构预应力张拉的有限元模拟研究
引用本文:黄小平,姚蕴玉. 张弦梁结构预应力张拉的有限元模拟研究[J]. 江苏建筑, 2011, 0(3): 31-32,52
作者姓名:黄小平  姚蕴玉
作者单位:1. 江苏恒鸿建设咨询有限公司,江苏宜兴,214200
2. 宜兴市建工建筑安装有限责任公司,江苏宜兴,2142000
摘    要:文章介绍了张弦梁结构中预应力张拉有限元模拟的常用方法,对力模拟法、等效降温法和初应变法进行了比较,分析了这3种方法的特点,通过算例说明,采用等效降温法最合适,并讨论了张弦梁结构中需进一步研究的问题.

关 键 词:张弦梁结构  预应力张拉  等效降温法

Research on the Simulation of the Prestressing Force Tension of Beam String Structures by Finite Element Method
HUANG Xiao-ping,YAO Yun-yu. Research on the Simulation of the Prestressing Force Tension of Beam String Structures by Finite Element Method[J]. Jiangsu Construction, 2011, 0(3): 31-32,52
Authors:HUANG Xiao-ping  YAO Yun-yu
Affiliation:HUANG Xiao-ping1 YAO Yun-yu2(1.Jiangsu Henghong Construction Consulting Co.,Ltd,Yixing Jiangsu 214200 China,2.Yixing Civil Engineering Construction and Installation Co.,Yixing Jiangsu 214200 China)
Abstract:The common methods to simulate the prestressing force tension of beam string structures(BSS) by finite element method(FEM) are introduced in this paper.The force method,equivalent decreasing temperature method and initial strain method are compared,and the characteristic of each method is also introduced.A numerical example is analyzed and the results demonstrate that the equivalent decreasing temperature method is most appropriate.Some problems for BSS are also listed for the further researches.
Keywords:beam string structure  prestressing force tension  the equivalent temperature decreasing method  
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