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When Old Line Pipes Initiate Fractures in a Ductile Manner

机译:当旧线管以延性方式开始骨折

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This paper presents a procedure to determine the lowest temperature that a ductile fracture will initiate in old (or new) pipe that behaves in a brittle manner (by Charpy testing). Over the last decade, much work has been done to assess constraint effects on the crack-driving force for specimens and cracks in pipes. The material's transition temperature where the fracture process changes from ductile tearing to cleavage fracture at crack initiation is affected by the constraint conditions, but is a material property that cannot be determined analytically. This paper presents a methodology to account for constraint effects to predict the lowest temperature where ductile fracture initiation occurs and relates that temperature back to Charpy impact data for X60 and lower grades, particularly for older vintage linepipe materials. The method involves a series of transition temperature shifts to account for thickness effects, strain-rate effects, and constraint effects to give a master curve of transition temperatures from Charpy data to through-wall-cracked or surface-cracked pipes (with various surface-crack depth values) under quasi-static loading. These transition temperature shifts were based on hundreds of pipe tests and thousands of specimen tests over several decades of work by numerous investigators. Conducting tests on 1927 and 1948 vintage line-pipe steels subsequently validated this method. In addition, data were developed on the 1927 vintage pipe material to assess the effect of the bluntness of a corrosion flaw on the lowest temperature where ductile fracture will still occur under quasi-static loading. An addition transition temperature shift occurs as a function of the bluntness of the flaw.
机译:本文介绍了确定延性骨折在旧(或新的)管道中发起的最低温度的过程,这些管道以脆性方式(通过夏比测试)。在过去十年中,已经完成了很多工作,以评估对管道中标本和裂缝的裂缝驱动力的约束影响。材料的过渡温度,其中裂缝过程从裂缝撕裂变化以在裂纹引发时裂解裂缝受约束条件的影响,但是是不能分析确定的材料性质。本文提出了一种方法来解释约束效果,以预测延性骨折发起的最低温度,并且将该温度返回X60和较低等级的夏比冲击数据,特别是对于较旧的复古线管材料。该方法涉及一系列转变温度转移,以考虑厚度效应,应变率效应和约束效果,以使从夏巴数据到通壁裂纹或表面破碎的管道的过渡温度的主曲线(具有各种表面 - 爆裂深度值)在准静态加载下。这些过渡温度偏移基于数百个管道测试,数千个试验测试,多数几十年的调查人员。在1927年和1948年进行试验,复古线管钢随后验证了该方法。此外,数据是在1927年的复古管材上开发的,以评估腐蚀缺陷的钝性对延展性裂缝仍然发生的最低温度的影响。添加过渡温度变换作为缺陷的钝性的函数发生。

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