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[1]王垚,张怡,熊道英,等.偏心载荷作用下弯管组合段局部屈曲失效分析*[J].中国安全生产科学技术,2024,20(3):61-68.[doi:10.11731/j.issn.1673-193x.2024.03.009]
　WANG Yao,ZHANG Yi,XIONG Daoying,et al.Analysis on local buckling failure of bend pipe combined section under eccentric loading[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2024,20(3):61-68.[doi:10.11731/j.issn.1673-193x.2024.03.009]
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偏心载荷作用下弯管组合段局部屈曲失效分析*
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
20
期数:
2024年3期
页码:
61-68
栏目:
职业安全卫生管理与技术
出版日期:
2024-03-31

文章信息/Info

Title:
Analysis on local buckling failure of bend pipe combined section under eccentric loading
文章编号:
1673-193X(2024)-03-0061-08
作者:
王垚; 张怡; 熊道英; 帅义; 帅健; 高唯
（1.国家石油天然气管网集团华南分公司，广东 深圳 518000；
2.中国石油大学（北京） 安全与海洋工程学院，北京 102249；
3.应急管理部油气生产安全与应急技术重点实验室，北京 102249）
Author(s):
WANG Yao;  ZHANG Yi;  XIONG Daoying;  SHUAI Yi;  SHUAI Jian;  GAO Wei
(1.South China Branch of National Petroleum and Natural Gas Pipeline Network Group,Shenzhen Guangdong 518000,China;
2.College of Safety and Ocean Engineering,China University of Petroleum (Beijing),Beijing 102249,China;
3.Key Laboratory of Oil and Gas Safety and Emergency Technology,Ministry of Emergency Management,Beijing 102249,China)
关键词:
弯管组合段; 偏心载荷; 局部屈曲; 极限承载能力; 极限应变能力
Keywords:
bend pipe combined section;  eccentric load;  local buckling;  ultimate bearing capacity;  ultimate strain capacity
分类号:
X937
DOI:
10.11731/j.issn.1673-193x.2024.03.009
文献标志码:
A
摘要:
为研究弯管组合段在复杂载荷作用下的屈曲行为，提出1种基于远场应变评估管道稳定性的方法，利用数值模拟方法，建立偏心载荷作用下弯管组合段有限元模型，确定临界屈曲状态下管道的极限载荷及应变状态，并研究内压、壁厚以及载荷分布对弯管组合段极限承载能力与极限应变能力的影响。研究结果表明：内压增加或壁厚减少都会降低管道的极限承载能力，均布载荷增加与非均布载荷减少会增强管道抵抗屈曲能力；距离褶皱中心为0.21D的远场应变可以作为管道临界屈曲应变，其极限压缩应变值为0.5%。研究结果可为复杂载荷下弯管组合段的稳定性评估提供参考。
Abstract:
To study the buckling behavior of bend pipe combined section under the complex load,a method for evaluating the pipeline stability based on far-field strain was proposed.The finite element model of pipe bending section under eccentric load is established by numerical simulation method.The ultimate load and strain state of the pipeline under critical buckling state were determined,and the influence of internal pressure,wall thickness and load distribution on the ultimate bearing capacity and ultimate strain capacity of the bend pipe combined section were investigated.The results show that the increase in internal pressure or the decrease in wall thickness will reduce the ultimate bearing capacity of the pipeline.In addition,the increase of uniform load and the decrease of non-uniform load have an enhanced effect on the buckling resistance of the pipeline.The far-field strain with a distance of 0.21D from the center of wrinkle can be used as the critical buckling strain of the pipeline,and its ultimate compressive strain is 0.5 %.The research results can provide a reference for the stability evaluation of the bend pipe combined section under complex loads.

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备注/Memo

备注/Memo:
收稿日期： 2023-10-09
* 基金项目： 国家石油天然气管网集团有限公司华南分公司—中国石油大学（北京）科技合作专项项目（GWHT20210042643）；国家自然科学基金项目（52204071）；国家重点研发计划子课题（2022YFC3004802-4）；中国石油大学（北京）优秀青年学者科学基金资助项目（2462023QNXZ006）
作者简介： 王垚，博士，高级工程师，主要研究方向为管道腐蚀防护。
通信作者： 张怡，博士研究生，主要研究方向为油气装备失效分析及完
更新日期/Last Update: 2024-04-07