首页> 外文会议>International Conference on Civil Engineering, Architecture and Building Materials >Research on the Influence of Web's Shear Deformation on the Deflection of Composite Girder Bridge with Corrugated Steel Webs in Construction
【24h】

Research on the Influence of Web's Shear Deformation on the Deflection of Composite Girder Bridge with Corrugated Steel Webs in Construction

机译:Web剪切变形对构造瓦楞钢网复合梁桥挠度的影响研究

获取原文

摘要

In order to research the influence of web's shear deformation on the deflection of composite girder bridge with corrugated steel webs in construction, the deflection calculation formulae considering shear deformation were deduced, which was to analyze the background engineering of Chuhe bridge deflection in different load conditions when it was in the maximum cantilever state. Finite element method analysis shows that the calculation formulae are credible and applicable, and also comparative study was done with practical measurement. Results show that the proportion of main deflection caused by shear deformation of web may reach 30%~40%, and the deflection caused by shear deformation needs to be considered in the process of construction monitering.
机译:为了研究Web的剪切变形对具有瓦楞钢网的复合梁桥的偏转,推导了考虑剪切变形的偏转计算公式,即在不同负载条件下分析楚河桥偏转的背景工程它处于最大的悬臂状态。有限元方法分析表明,计算公式是可信和适用的,并且对比较研究进行了实际测量。结果表明,卷材剪切变形引起的主要挠度比例可能达到30%〜40%,并且在建设杂志的过程中需要考虑剪切变形引起的偏转。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号