vamatrby大桥的仪器仪表与监测

Mattias Nilsson, K. Eriksson, G. James, P. Collin
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引用次数: 3

摘要

在瑞典斯德哥尔摩附近的瓦尔比桥上发现了许多裂缝。所有裂缝都是在十字梁和主梁之间的连接处发现的,更具体地说,是在连接垂直腹板加强筋和主梁顶部法兰的焊缝处。如果允许裂纹在焊缝的整个长度上传播,从而导致主梁腹板的面外弯曲,则裂纹可能会造成严重的问题。为了确定观察裂缝的原因,一个正在进行的调查的佣金下桥业主成立于2009年的春天。到目前为止的一个结论是,观察到的裂缝肯定是疲劳的结果。作为硕士论文的一部分,目前正在进行有限元模拟。由于疲劳过程是扭曲的,观察到的裂纹的扩展阶段可能会减慢甚至停止。一项任务将是确定应力强度因子与裂纹长度的关系,以便模拟一个扩展的裂纹。最终选择的翻新方法将基于研究结果,并将与桥梁业主合作实施。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Instrumentation and monitoring of the Vårby Bridge
Numerous cracks have been discovered in the Varby Bridge near Stockholm, Sweden. All cracks are found at the junctions between the cross girders and the main girders, more specifically, at the welds connecting the vertical web stiffeners to the top flanges of the main girders. The cracks might possibly be causing serious problems if they are allowed to propagate through the entire length of the weld, thereby permitting out-of-plane bending of the main girder web. In order to identify the reason for the observed cracks, an ongoing investigation under the commision of the bridge owner was started in the spring of 2009. One conclusion so far, is that the observed cracks conclusively are a result of fatigue As a part of a master thesis, FEM-modelling is currently under way. As the fatigue process is distortional, the propagation phase of the observed cracks might slow down or even stop. One task will be to determine the stress intensity factor versus crack length relationship in order to model a growing crack. The final chosen method of refurbishment will be based upon the results of the study and will be implemented in cooperation with the bridge owner.
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