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金属学报    DOI: 10.11900/0412.1961.2025.00390
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基于相场法的X80掺氢管道焊缝区双裂纹扩展机理研究
熊峰1, 徐涛龙1, 刘颖1, 荣恒1, 蒋宏业1, 李又绿1, 迟明华2, 韩浩宇3

  1. 1 西南石油大学 石油与天然气工程学院  成都 610500
  2. 2 四川大学 建筑与环境学院 深地科学与工程教育部重点实验室  成都 610065
  3. 3 中国航空油料有限责任公司 重庆分公司  重庆 404100

Phase-Field Modeling of Double-Crack Propagation Mechanisms in the Weld Zone of X80 Hydrogen-Blended Pipelines
XIONG Feng1, XU Taolong1, LIU Ying1, RONG Heng1, JIANG Hongye1, LI Youlv1, CHI Minghua2, HAN Haoyu3
  1. 1 Petroleum Engineering School, Southwest Petroleum University, Chengdu 610500, China
  2. 2 Key Laboratory of Deep Underground Science and Engineering (Ministry of Education), College of Architecture and Environment, Sichuan University, Chengdu 610065, China
  3. 3 Chongqing Branch, China National Aviation Fuel Co. Ltd., Chongqing 404100, China
引用本文:

熊峰, 徐涛龙, 刘颖, 荣恒, 蒋宏业, 李又绿, 迟明华, 韩浩宇. 基于相场法的X80掺氢管道焊缝区双裂纹扩展机理研究[J]. 金属学报, DOI: 10.11900/0412.1961.2025.00390.
, Taolong Xu, , , , , , . Phase-Field Modeling of Double-Crack Propagation Mechanisms in the Weld Zone of X80 Hydrogen-Blended Pipelines[J]. Acta Metall Sin, 0, (): 0-.

全文: PDF(1209 KB)  
摘要: 掺氢输送是实现氢能规模化运输的重要途径,但临氢服役环境下焊缝区多裂纹的相互作用会显著增加管道失效风险,其耦合扩展机制尚不明确。因此,为阐明H浓度与多裂纹几何构型耦合作用下的失效机制,本工作针对X80管道焊缝区,建立了含内部双裂纹缺陷的数值模型,基于弹塑性断裂相场法揭示了不同H2压力下双裂纹系统的干涉效应与力学特征。基于参数化分析,进一步对比了裂纹倾角、垂直间距及水平间距对裂纹扩展行为和极限承载能力的响应机制。结果表明,与孤立单裂纹相比,双裂纹系统呈现出损伤萌生延迟而失效提前的现象;输送过程中H2压力升高将显著降低材料的断裂韧性与损伤演化阈值,从而诱发焊缝区韧脆转变并显著削弱裂纹扩展阻力,但几何构型主导的裂纹扩展路径并未改变。此外,当裂纹倾角α > 10°时或双裂纹垂直间距与裂纹长度之比b / a > 1.5时会削弱裂纹扩展促进效应,从而提高结构的承载能力;当双裂纹水平间距与裂纹长度之比c / a在1.0~4.5的特定范围时,裂纹扩展促进效应显著增强,且承载能力最不利的工况出现在c / a = 2.5。
关键词 : 相场法,  X80掺氢管道,  焊缝区,  氢致开裂,  双裂纹扩展机理    
Abstract:As the global push for carbon neutrality accelerates, blending hydrogen into natural gas pipelines has become a key strategy for efficient, large-scale hydrogen transportation. However, hydrogen-containing environments pose substantial challenges to the structural integrity of pipelines. As a structural weak point, the weld zone is highly susceptible to premature failure due to hydrogen embrittlement. Inherent welding defects act as initiation sites for cracks. Notably, when multiple defects coexist, their interaction substantially exacerbates the failure risk. Existing research has predominantly focused on single-crack behavior, leaving a gap in understanding the coupled propagation mechanisms of multiple cracks in the weld zone. To address this gap, the present study develops a numerical model of an X80 pipeline weld zone featuring internal double-crack defects. Using the elastic–plastic fracture phase-field method, this study reveals the interference effects and mechanical characteristics of the double-crack system under varying hydrogen pressures. Through parametric analysis, the effects of crack inclination, vertical spacing, and horizontal spacing on crack propagation behavior and ultimate load-bearing capacity are further examined. The results show that, compared with isolated single cracks, the double-crack system exhibits delayed damage initiation but ultimately leads to premature failure. Increased hydrogen pressure significantly degrades the material's fracture toughness and damage evolution threshold, causing a ductile-to-brittle transition in the weld zone and markedly weakening resistance to crack propagation, although the propagation path remains primarily influenced by geometric configuration. In addition, the crack-growth promotion effect diminishes when the crack inclination angle α exceeds 10°. The interaction enters a zero-effect regime when the ratio of double-crack vertical spacing to crack length b / a exceeds 1.5, resulting in enhanced structural load-bearing capacity. By contrast, a notable crack-growth promotion effect is observed when the ratio of double-crack horizontal spacing to crack length c/a ranges from 1.0 to 4.5, with the lowest load-bearing capacity occurring at c / a = 2.5.
收稿日期: 2025-11-28     
基金资助:国家自然科学基金项目(52374068)
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