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NET SECTION PLASTIC COLLAPSE ANALYSIS OF TWO-LAYERED MATERIALS AND APPLICATION TO WELD OVERLAY DESIGN

机译:网段塑料塌陷分析两层材料及其应用于焊接覆盖设计

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The net section plastic collapse equations currently used for piping flaw evaluation in ASME Section Ⅺ, IWB-3600 are derived based on thin shell theory assuming properties for a single material. Because of the wide use of weld overlays to repair piping flaws in both BWRs and PWRs, there is a need to investigate the effect of multi-layered materials on the net section plastic collapse equations since weld overlays are typically applied with the weld material being different than the underlying base material. In addition, the larger section of the weld overlay provides additional load-carrying capability. A question also arises as to the application of appropriate loads and Z-factors if the underlying material is low-toughness material and the weld overlay has high toughness, not requiring consideration of thermal expansion stresses and Z-factors. The inherent assumptions that are made may lead to over-sizing of the overlay which can increase the welding time during the overlay implementation and subsequently the outage time.In this paper, an approach is developed for inclusion of thermal expansion loads and Z-factors for a weld overlaid circumferentially cracked section. Limit load equations are derived assuming a two layered material, both with and without taking advantage of the greater area and section modulus associated with the weld overlay. The equations for the allowable applied loads include consideration of both limited and complete circumferential flaw extent into the compressive zone of the section. The formulations are then applied to the design of weld overlays which are used to repair flawed piping. The evaluation shows that there can be significant difference in the allowable piping stresses as compared to those based on use of simplified uniform material assumptions.
机译:目前用于ASME部分ⅺ的管道缺陷评估的网段塑料折叠方程ⅺ,基于薄壳理论推导出薄壳理论,假设单一材料的属性。由于焊接覆盖范围广泛地修复了BWR和PWR的管道缺陷,需要研究多层材料对网段塑料塌陷方程的影响,因为焊缝覆盖通常用不同的焊接材料施加不同比底层基础材料。另外,焊接覆盖层的较大部分提供了额外的负载承载能力。如果底层材料是低韧性材料,并且焊接覆盖物具有高韧性,则还出现了适当的负载和Z因子的问题,不需要考虑热膨胀应力和Z因子。所固化的假设可能导致覆盖层的过度尺寸,其可以在覆盖实施期间增加焊接时间并随后停电时间。本文开发了一种方法,用于包含热膨胀负载和Z因子。焊接覆盖圆周破裂的部分。限制负载方程是假设两个分层材料,两者在不利用与焊缝覆盖相关联的较大面积和截面模量的情况下得出。允许施加的载荷的方程包括考虑到限制和完全的周向缺陷程度进入该部分的压缩区。然后将配方应用于焊接覆盖层的设计,用于修复探针管道。评估表明,与基于使用简化的均匀材料假设相比,允许的管道应力可能存在显着差异。

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