首页 | 本学科首页   官方微博 | 高级检索  
     检索      

简支转连续梁桥扁锚局压应力分析
引用本文:李静辉,郝向伟,傅科奇.简支转连续梁桥扁锚局压应力分析[J].东北林业大学学报,2006,34(3):74-77.
作者姓名:李静辉  郝向伟  傅科奇
作者单位:东北林业大学,哈尔滨,150040
基金项目:交通部行业联合攻关项目
摘    要:从工程实际出发,针对简支转连续梁桥扁锚局压问题的特殊性,从锚下设置钢筋网的深度和齿板深度角度考虑,分4种不同情况分别对其进行了空间有限元分析。研究各种情况下扁锚锚下应力分布状态及其造成的开裂行为,找出开裂机理,解释开裂过程。

关 键 词:简支转连续梁桥  局压  有限元
收稿时间:2005-11-02
修稿时间:2005-11-02

Stress Analysis on Partial Pressure of Flat Anchors in Simple Supported-continuous Girder Bridge
Li Jinghui,Hao Xiangwei,Fu Keqi.Stress Analysis on Partial Pressure of Flat Anchors in Simple Supported-continuous Girder Bridge[J].Journal of Northeast Forestry University,2006,34(3):74-77.
Authors:Li Jinghui  Hao Xiangwei  Fu Keqi
Institution:Civil Engineering College of Northeast Forestry University, Harbin 150040, P. R. China
Abstract:Considering engineering practice,the partial pressure problem of fiat anchors has its own speciality in the simple sup- ported-continuous girder bridge.The finite element program was used to analyse the problem in terms of four different con- ditions from the aspects of lay-out depth of the toothed bar and the reinforcing fabric under the flat anchor.The stress dis- tribution under the flat anchors for different conditions was studied,and the cracking behavior,cracking mechanism and cracking process were all found out.
Keywords:Simple supported-continuous girder bridge  Partial pressure  Finite element
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号