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PERFORMANCE OF STEEL PIPE PILES REPAIRED BY PATCH WELDING CONSIDERING THE EXISTING AXIAL LOADS

机译:考虑到已有的轴向载荷,修补修补后的钢管桩的性能

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摘要

Patch welding is a common method to repair corrosion-damaged steel structures. This paper investigates the performance of steel pipe piles repaired by patch welding considering the effect of the existing axial compressive loads. The performance of pipe piles is evaluated by a set of finite element (FE) analysis, and the mechanism of load transfer in the repaired pipe piles is examined. A minimum patch thickness to recover the initial stiffness and the strength of the corrosion-damaged pipe piles is proposed. Some practical issues in the welding repair design are also discussed.
机译:补焊是修复腐蚀损坏的钢结构的常用方法。考虑现有轴向压缩载荷的影响,本文研究了通过补焊修复的钢管桩的性能。通过一组有限元(FE)分析评估管桩的性能,并研究修复后的管桩中的荷载传递机理。提出了最小的补片厚度,以恢复被腐蚀管桩的初始刚度和强度。还讨论了焊接维修设计中的一些实际问题。

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