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TENSILE STRAIN CAPACITY OF X80 PIPELINE UNDER TENSILE LOADING WITH INTERNAL PRESSURE

机译:X80管道下拉伸荷载作用下X80管道的拉伸应变能力

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This paper presents the results of experimental and finite element analysis (FEA) studies focused on the tensile strain capacity of X80 pipelines under large axial loading with high internal pressure. Full-pipe tensile test of girth welded joint was performed using high-strain X80 linepipes. Curved wide plate (CWP) tests were also conducted to verify the strain capacity under a condition of no internal pressure. The influence of internal pressure was clearly observed in the strain capacity. Critical tensile strain is reduced drastically due to the increased crack driving force under high internal pressure. In addition, SENT tests with shallow notch specimens were conducted in order to obtain a tearing resistance curve for the simulated HAZ of X80 material. Crack driving force curves were obtained by a series of FEA, and the critical global strain of pressurized pipes was predicted to verify the strain capacity of X80 welded linepipes with surface defects. Predicted strain showed good agreement with the experimental results.
机译:本文介绍了实验性和有限元分析(FEA)研究的结果,其专注于X80管道的拉伸应变能力,在大轴向载荷下具有高内部压力。采用高菌株X80线桩进行环形焊接接头的全管拉伸试验。还进行了弯曲的宽板(CWP)试验以验证在没有内部压力的条件下的应变能力。在应变能力下清楚地观察内压的影响。由于高内部压力下的裂缝驱动力增加,临界拉伸应变减小。此外,进行了浅凹口标本的送测试,以便获得X80材料的模拟HAZ的撕裂电阻曲线。通过一系列FEA获得裂缝驱动力曲线,预测临界全球加压管应变,以验证X80焊接线芯片的应变能力,表面缺陷。预测的应变与实验结果表明良好。

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