【24h】

The Instrumentation and monitoring of the V?rby Bridge

机译:沃比桥的检测与监控

获取原文
获取原文并翻译 | 示例

摘要

Numerous cracks have been discovered in the V?rby Bridge near Stockholm, Sweden. All cracksrnare found at the junctions between the cross girders and the main girders, more specifically, at thernwelds connecting the vertical web stiffeners to the top flanges of the main girders. The cracks mightrnpossibly be causing serious problems if they are allowed to propagate through the entire length ofrnthe weld, thereby permitting out-of-plane bending of the main girder web. In order to identify thernreason for the observed cracks, an ongoing investigation under the commision of the bridge ownerrnwas started in the spring of 2009. One conclusion so far, is that the observed cracks conclusively arerna result of fatiguernAs a part of a master thesis, FEM-modelling is currently under way. As the fatigue process isrndistortional, the propagation phase of the observed cracks might slow down or even stop. One taskrnwill be to determine the stress intensity factor versus crack length relationship in order to model arngrowing crack. The final chosen method of refurbishment will be based upon the results of thernstudy and will be implemented in cooperation with the bridge owner.
机译:在瑞典斯德哥尔摩附近的V?rby桥中发现了许多裂缝。所有的裂缝都出现在横梁和主梁的连接处,更具体地说,是在将垂直腹板加劲肋连接到主梁的顶部凸缘的熔接处。如果允许裂纹在焊缝的整个长度范围内传播,则裂纹可能会引起严重的问题,从而使主梁腹板在平面外弯曲。为了确定所观察到的裂缝的原因,于2009年春季开始了在桥梁所有人的认可下进行的一项持续调查。迄今为止的一个结论是,所观察到的裂缝最终是疲劳的竞技场结果。作为硕士论文的一部分,FEM -建模目前正在进行中。由于疲劳过程是扭曲的,因此观察到的裂纹的传播阶段可能会减慢甚至停止。一项任务是确定应力强度因子与裂纹长度的关系,以便对裂纹增长模型进行建模。最终选择的翻新方法将基于研究的结果,并将与桥梁所有者合作实施。

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