首页> 外国专利> METHOD FOR EVALUATING LOCAL BUCKLING CAPABILITY OF STEEL PIPE, METHOD FOR DESIGNING STEEL PIPE, PROCESS FOR PRODUCING STEEL PIPE, AND STEEL PIPE

METHOD FOR EVALUATING LOCAL BUCKLING CAPABILITY OF STEEL PIPE, METHOD FOR DESIGNING STEEL PIPE, PROCESS FOR PRODUCING STEEL PIPE, AND STEEL PIPE

机译:钢管的局部屈曲能力的评价方法,钢管的设计方法,钢管的制造方法以及钢管

摘要

A method for evaluating local buckling performance of a steel pipe that can evaluate whether a yield-plateau model steel pipe can be applied to a usage that requires high local buckling performance such as pipelines is provided. A specific solving means includes a first step of obtaining a stress-strain relationship of a material having a yield plateau in the stress-strain relationship; a second step of determining the comparison of a starting strain of strain-hardening in the stress-strain relationship obtained in the first step and a critical strain of the steel pipe; and a third step of evaluating that the steel pipe has a possibility of being applied to a structure that requires plastic design when the critical strain is determined to be larger than the starting strain of strain-hardening in the second step and evaluating that the steel pipe has no possibility of being applied to a structure that requires plastic design when the critical strain is determined to be not larger than the starting strain of strain-hardening in the second step.
机译:提供了一种用于评估钢管的局部屈曲性能的方法,该方法可以评估屈服高原模型钢管是否可以应用于要求高局部屈曲性能的用途(例如管道)。一种具体的解决方法包括:第一步,获得在应力-应变关系中具有屈服平稳期的材料的应力-应变关系。第二步,确定第一步获得的应力-应变关系中的应变硬化起始应变与钢管的临界应变的比较;第三步,在第二步中确定临界应变大于应变硬化的起始应变时,评估钢管是否有可能应用于需要进行塑性设计的结构,并评估钢管当在第二步骤中确定临界应变不大于应变硬化的起始应变时,不可能将其应用于需要塑性设计的结构。

著录项

  • 公开/公告号EP1843143A1

    专利类型

  • 公开/公告日2007-10-10

    原文格式PDF

  • 申请/专利权人 JFE STEEL CORPORATION;

    申请/专利号EP20050820252

  • 发明设计人 SUZUKI NOBUHISA;MASAMURA KATSUMI;

    申请日2005-12-15

  • 分类号G01N3/08;F16L9/02;

  • 国家 EP

  • 入库时间 2022-08-21 20:38:06

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