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ANALYSIS OF VESSEL AND PIPING WELD FATIGUE DATA USING THE MASTER S-N CURVE METHOD

机译:运用主S-N曲线法分析船舶和管道焊接疲劳数据

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摘要

In support of the new revision of ASME Div 2 Codes, a unified master S-N curve approach has been developed using a mesh-insensitive structural stress procedure. The effectiveness of the new maser S-N curve approach has been demonstrated in a number of earlier publications for many joint types and loading conditions, including pipe and vessel welds. In this paper, additional S-N data for pipe girth welds and vessel welds are analyzed using the mesh-insensitive structural stress procedure and the master S-N curve approach. The data include full scale pipe tests for applications for deepwater risers and vessel tests in support of ASME Sec. III related applications, in which some tests incorporated welds with artificially machined flaws. In addition, a great deal more data from plate joints data in offshore and marine industries has become available to the authors. Again, both the effectiveness and the validity of the master S-N curve approach have been demonstrated by collapsing all these weld S-N data from a diverse industries with drastically different joint types, plate thicknesses, and loading modes.
机译:为了支持新修订的ASME Div 2规范,已使用对网格不敏感的结构应力程序开发了统一的主S-N曲线方法。在许多早期的出版物中,对于许多接头类型和载荷条件,包括管道和容器焊缝,已经证明了新型maser S-N曲线方法的有效性。在本文中,使用网格不敏感的结构应力程序和主S-N曲线方法分析了管道环缝焊缝和容器焊缝的其他S-N数据。数据包括用于深水立管的全面管道测试和支持ASME Sec的容器测试。 III相关的应用程序,其中一些测试合并了带有人工加工缺陷的焊缝。此外,作者还可以从海洋和海洋工业中的板节数据中获取更多数据。同样,通过折叠来自不同行业的所有这些焊缝S-N数据(接头类型,板厚和加载方式截然不同)证明了主S-N曲线方法的有效性和有效性。

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