范玉然, 帅义, 帅健, 张铁耀, 任飞. 管道环焊缝根焊部位应变及微区力学性能对裂纹扩展的影响[J]. 油气储运, 2024, 43(2): 171-179. DOI: 10.6047/j.issn.1000-8241.2024.02.006
引用本文: 范玉然, 帅义, 帅健, 张铁耀, 任飞. 管道环焊缝根焊部位应变及微区力学性能对裂纹扩展的影响[J]. 油气储运, 2024, 43(2): 171-179. DOI: 10.6047/j.issn.1000-8241.2024.02.006
FAN Yuran, SHUAI Yi, SHUAI Jian, ZHANG Tieyao, REN Fei. Influence of strain and micro-zone mechanical properties at root beads around girth welds on crack propagation[J]. Oil & Gas Storage and Transportation, 2024, 43(2): 171-179. DOI: 10.6047/j.issn.1000-8241.2024.02.006
Citation: FAN Yuran, SHUAI Yi, SHUAI Jian, ZHANG Tieyao, REN Fei. Influence of strain and micro-zone mechanical properties at root beads around girth welds on crack propagation[J]. Oil & Gas Storage and Transportation, 2024, 43(2): 171-179. DOI: 10.6047/j.issn.1000-8241.2024.02.006

管道环焊缝根焊部位应变及微区力学性能对裂纹扩展的影响

Influence of strain and micro-zone mechanical properties at root beads around girth welds on crack propagation

  • 摘要:
    目的 环焊缝是高压力输送管道的薄弱环节,极易在内外部载荷、缺陷、应力集中的综合作用下发生开裂事故。高钢级管道环焊缝根焊部位安全隐患问题尤为突出,探究环焊缝失效规律对保障管道安全运行具有重大意义。
    方法 为测试管道环焊缝根焊部位不同区域的材料力学性能,开展了根焊部位微区的小尺寸试样冲击试验、拉伸试验;针对高钢级管道环焊缝开裂失效多发生于焊缝根焊部位的实际情况,分别从焊缝根焊部位微区力学性能特点、焊缝全壁厚应变集中规律以及微区塑性应变时效特性等方面,对环焊缝根焊部位裂纹产生与扩展的原因进行了剖析;基于数字图像相关(Digital Image Correlation, DIC)的光学全场应变测试,对3种强度匹配接头在拉伸过程中的局部应变集中程度进行了定量化分析。
    结果 不同焊接工艺和强度匹配的环焊缝根焊部位微区力学性能差异性大,当管道环焊缝全壁厚受拉时,根焊部位会发生较大的局部应变集中,特别是根焊部位存在未熔合、夹渣、气孔等缺陷及成形不良等问题,为根焊部位开裂提供了失效条件;在后期的应变时效过程中,根焊部位韧性将会显著降低,降幅甚至可达42.6%~52.1%,脆性开裂的风险增大。
    结论 在管道设计与建设施工中,应适当控制母材强度上限,确保焊缝为等强或高强匹配,减小焊缝开裂风险,提升高钢级管道的本质安全。

     

    Abstract:
    Objective Girth welds are known to be vulnerable locations along high-pressure transmission pipelines due to their susceptibility to cracking accidents under the combined action of internal and external loads, as well as defects and stress concentration. Considering the significant safety hazards associated with root beads around girth welds in high-grade steel pipelines, comprehending the failure mechanisms of girth welds becomes essential in ensuring operational safety.
    Methods This study investigated the mechanical properties of materials in different zones of root beads around girth welds along pipelines, using impact and tensile tests on small-size specimens, with a focus on microzones. Since cracking failures of girth welds predominantly occur at root beads in high-grade steel pipelines, this study explored the causes of crack initiation and propagation at these specific locations, examining mechanical properties within micro-zones, strain concentration across the weld's wall thickness, and characteristics of plastic strain aging within micro-zones. Optical full-field strain tests based on Digital Image Correlation (DIC) were performed to quantitatively analyze local strain concentration in welds under three different strength matching conditions during the tensile process.
    Results The micro-zone mechanical properties at root beads round girth welds exhibited significant variation depending on the welding procedures and strength matching conditions. When subjected to tension across the wall thickness, the root beads experienced substantial local strain concentration, especially in the presence of defects such as incomplete fusion, slag inclusion, porosity, and poor formation. These defects contributed to conditions conducive to cracking at the root beads. Moreover, the toughness at the root beads was significantly reduced during the strain aging process, ranging from 42.6%to 52.1%, thereby increasing the risk of brittle cracking.
    Conclusion In pipeline design and construction, managing the upper limit of base metal strength is crucial to ensure equal-matching or over-matching welds.By reducing the risk of weld cracking, the inherent safety of high-grade steel pipelines can be enhanced.

     

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