摘要
以成贵铁路西溪河大桥为工程背景,利用ANSYS11.0模拟分析拱圈拼装过程中产生的纵向偏差误差及截面偏差角对拱圈强度的影响.结果表明:纵向偏差及截面偏差角均会影响桥梁拱圈的强度;桥梁拱圈内的应力值随纵向偏差及截面偏差角的增大而增大;截面偏差角对桥梁拱圈强度的影响要大于纵向偏差对桥梁拱圈强度的影响.
With the Xixi River Bridge on the route of Chengdu-Guiyang Railway as engineering background,this paper uses ANSYS11.0 to analyze the influence of longitudinal error and cross section deviation angle on the strength of the arch.The research result shows that:①longitudinal error and cross section deviation angle will influence the strength of bridge arch;②the bridge arch stress value increases as longitudinal error and cross section deviation angle increase;③the influence of cross section deviation angle on the strength of the bridge arch is greater than that of longitudinal deviation.
作者
李自林
史旭东
石迎新
LI Zilin;SHI Xudong;SHI Yingxin(Tianjin Chengjian University,Tianjin 300384,China;The 2th Engineering Co.,Ltd of the 18th China Railway Construction Bureau,Tangshan 063000,Hebei,China)
出处
《天津城建大学学报》
2016年第4期273-277,共5页
Journal of Tianjin Chengjian University
基金
住建部科学技术项目(2015-K3-021)
天津市自然科学基金项目(13JCYBJC19600)
天津市交通运输委员会科技项目(2014-23)