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基于接触理论的矮塔斜拉桥索塔锚固区应力分析
引用本文:宋军,王福敏,耿波,胡景,周嫚,赵艳磊. 基于接触理论的矮塔斜拉桥索塔锚固区应力分析[J]. 重庆交通大学学报(自然科学版), 2011, 30(3): 353-356
作者姓名:宋军  王福敏  耿波  胡景  周嫚  赵艳磊
作者单位:1. 重庆交通大学土木建筑学院,重庆,400074
2. 招商局重庆交通科研设计院有限公司,重庆,400067
摘    要:利用大型有限元软件对矮塔斜拉桥分丝管式的索塔锚固区建立了非线性接触模型,通过定义模拟拉索与鞍座的接触关系,探讨了鞍座处混凝土的应力分布情况和索力传递分配情况,并与等效线荷载计算模型进行对比分析,结果表明:接触算法更接近实际受力情况.

关 键 词:非线性接触  索塔锚固区  接触对  等效线荷载

Stress Analysis of Anchorge Zone of Cable Tower in Extradosed Cable -stayed Bridge Based on Contact Theory
SONG Jun,WANG Fu-min,GENG Bo,HU Jing,ZHOU Man,ZHAO Yan-lei. Stress Analysis of Anchorge Zone of Cable Tower in Extradosed Cable -stayed Bridge Based on Contact Theory[J]. Journal of Chongqing Jiaotong University, 2011, 30(3): 353-356
Authors:SONG Jun  WANG Fu-min  GENG Bo  HU Jing  ZHOU Man  ZHAO Yan-lei
Affiliation:1(1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China;2.Chongqing Communications Research & Design Institute Co.,Ltd.,China Merchants Bureau,Chongqing 400067,China)
Abstract:A nonlinear contact model for anchorage zone of cable tower with strand-separatingtubular-saddle was established via large-scale finite element software;simulating contact relation between cable and saddle by contact pair was carried out;stress distribution in the concrete on tower wall was discussed as well as transfer and distribution of cable force based on exquisite simulation calculation for the model.Comparative analysis of model through equivalent linear load was conducted.Results indicated that contact algorithm was close to actual level.
Keywords:nonlinear contact  anchorge zone of cable  contact pair  equivalent linear load
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