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U形锚索在预应力闸墩上锚固效果的影响因素研究
引用本文:张小飞,蒋文双,张传军,孙立昌.U形锚索在预应力闸墩上锚固效果的影响因素研究[J].红水河,2012(4):39-43.
作者姓名:张小飞  蒋文双  张传军  孙立昌
作者单位:广西大学土木建筑工程学院
基金项目:国家自然科学基金资助项目(编号:51069001)
摘    要:基于有限元分析Ansys软件,采用非线性接触单元模拟锚索与钢套管两者之间的接触传力。分析在U形预应力锚索锚固方式下,锚索半径、锚索中心角对预应力闸墩应力分布的影响规律,为闸墩的结构设计和锚索布置提供依据。

关 键 词:水工结构  分布规律  应力分析  U形锚固  锚索中心角  锚索半径

Study on Influence Factors of Anchor Effect of U-type Anchor on Pre-stressed Pier
ZHANG Xiao-fei,JIANG Wen-shuang,ZHANG Chuan-jun,SUN Li-chang.Study on Influence Factors of Anchor Effect of U-type Anchor on Pre-stressed Pier[J].Hongshui River,2012(4):39-43.
Authors:ZHANG Xiao-fei  JIANG Wen-shuang  ZHANG Chuan-jun  SUN Li-chang
Affiliation:(Guangxi University-Civil and Architecture Engineering College,Guangxi,Nanning,530004)
Abstract:Based on the finite element theory and ANSYS software,the contact transmitted force between anchor cable and steel casing is simulated by using non-linear contact element.The influence law of pre-stressed pier stress distribution affected by anchor radius and central angle is analyzed based on using of U-type pre-stressed anchor,which provides a reference for the pier structure design and anchor arrangement.
Keywords:hydraulic structure  distribution law  stress analysis  U-type anchor  anchor central angle  anchor radius
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