有腐蚀缺陷的埋地管道在故障作用下的响应模式和影响因素研究

IF 2.2 Q2 ENGINEERING, MULTIDISCIPLINARY Applications in engineering science Pub Date : 2024-02-03 DOI:10.1016/j.apples.2024.100176
De-long Huang , Hang Cen , Hui-yue Wang , Qiang Liu , Zhong-ling Zong , Ai-ping Tang , Zhuo Tang
{"title":"有腐蚀缺陷的埋地管道在故障作用下的响应模式和影响因素研究","authors":"De-long Huang ,&nbsp;Hang Cen ,&nbsp;Hui-yue Wang ,&nbsp;Qiang Liu ,&nbsp;Zhong-ling Zong ,&nbsp;Ai-ping Tang ,&nbsp;Zhuo Tang","doi":"10.1016/j.apples.2024.100176","DOIUrl":null,"url":null,"abstract":"<div><p>It is evident how corrosion flaws affect the tension and strain of pipelines that pass oblique-slip faults. The pipeline is very risky and is more likely to experience tensile and buckling damage when corrosion develops in the major deformation region of the pipeline. This will also significantly diminish the pipeline's failure slippage. This research uses a three-dimensional finite element modeling of trans-fault pipes to study the mechanical reaction and influencing factors of corroded pipelines under the action of oblique-slip faults. It is determined that the distribution of stress and strain as well as the pipeline's extension trend are changed when corrosion faults are present. The concentration of tensile and compressive strain along the corroded circular cross-section at the time of damage, followed by a gradual expansion through the entire corroded circumferential cross-section, and the pipeline's extrusion, folding, and bulging, are the manifestations of the influence of corrosion defects on the pipeline at damage. Tensile and compressive strains in the pipeline increase, failure slippage is reduced, and the pipeline experiences tensile damage and corrosion. The length of the pipeline corroded in the circumferential direction, the length of the corroded length in the direction of corrosion along the pipeline axis, and the corrosion depth increase all contribute to these outcomes. The location of corrosion defects has the greatest influence on the dynamics of the pipeline and is most dangerous in the large deformation section from -10 m to 10 m; the corrosion effect is very small when the corrosion is located on the right side of the fracture surface at 25 m. The risk of buckling damage is higher in this scenario, where the corrosion depth has the greatest effect. The conclusions of this paper can be used as a reference for the seismic and corrosion-resistant design of cross-fault pipelines.</p></div>","PeriodicalId":72251,"journal":{"name":"Applications in engineering science","volume":null,"pages":null},"PeriodicalIF":2.2000,"publicationDate":"2024-02-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2666496824000025/pdfft?md5=c94d11744add12ad167a5ef2af57e9c6&pid=1-s2.0-S2666496824000025-main.pdf","citationCount":"0","resultStr":"{\"title\":\"Study on response patterns and influencing factors of buried pipelines with corrosion defects under fault action\",\"authors\":\"De-long Huang ,&nbsp;Hang Cen ,&nbsp;Hui-yue Wang ,&nbsp;Qiang Liu ,&nbsp;Zhong-ling Zong ,&nbsp;Ai-ping Tang ,&nbsp;Zhuo Tang\",\"doi\":\"10.1016/j.apples.2024.100176\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><p>It is evident how corrosion flaws affect the tension and strain of pipelines that pass oblique-slip faults. The pipeline is very risky and is more likely to experience tensile and buckling damage when corrosion develops in the major deformation region of the pipeline. This will also significantly diminish the pipeline's failure slippage. This research uses a three-dimensional finite element modeling of trans-fault pipes to study the mechanical reaction and influencing factors of corroded pipelines under the action of oblique-slip faults. It is determined that the distribution of stress and strain as well as the pipeline's extension trend are changed when corrosion faults are present. The concentration of tensile and compressive strain along the corroded circular cross-section at the time of damage, followed by a gradual expansion through the entire corroded circumferential cross-section, and the pipeline's extrusion, folding, and bulging, are the manifestations of the influence of corrosion defects on the pipeline at damage. Tensile and compressive strains in the pipeline increase, failure slippage is reduced, and the pipeline experiences tensile damage and corrosion. The length of the pipeline corroded in the circumferential direction, the length of the corroded length in the direction of corrosion along the pipeline axis, and the corrosion depth increase all contribute to these outcomes. The location of corrosion defects has the greatest influence on the dynamics of the pipeline and is most dangerous in the large deformation section from -10 m to 10 m; the corrosion effect is very small when the corrosion is located on the right side of the fracture surface at 25 m. The risk of buckling damage is higher in this scenario, where the corrosion depth has the greatest effect. The conclusions of this paper can be used as a reference for the seismic and corrosion-resistant design of cross-fault pipelines.</p></div>\",\"PeriodicalId\":72251,\"journal\":{\"name\":\"Applications in engineering science\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":2.2000,\"publicationDate\":\"2024-02-03\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"https://www.sciencedirect.com/science/article/pii/S2666496824000025/pdfft?md5=c94d11744add12ad167a5ef2af57e9c6&pid=1-s2.0-S2666496824000025-main.pdf\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Applications in engineering science\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://www.sciencedirect.com/science/article/pii/S2666496824000025\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q2\",\"JCRName\":\"ENGINEERING, MULTIDISCIPLINARY\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Applications in engineering science","FirstCategoryId":"1085","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S2666496824000025","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, MULTIDISCIPLINARY","Score":null,"Total":0}
引用次数: 0

摘要

腐蚀缺陷对通过斜滑断层的管道的拉力和应变的影响是显而易见的。当管道的主要变形区域出现腐蚀时,管道的风险很大,更有可能出现拉伸和屈曲破坏。这也会大大降低管道的失效滑移率。本研究采用跨断层管道三维有限元模型,研究了斜滑断层作用下腐蚀管道的力学反应和影响因素。研究结果表明,当存在腐蚀断层时,应力和应变的分布以及管道的延伸趋势都会发生变化。破坏时沿腐蚀圆截面的拉应变和压应变集中,随后在整个腐蚀圆截面上逐渐扩展,管道出现挤压、折叠和隆起,这些都是腐蚀缺陷在破坏时对管道影响的表现。管道的拉伸和压缩应变增大,失效滑移减小,管道出现拉伸破坏和腐蚀。管道在圆周方向上被腐蚀的长度、沿管道轴线腐蚀方向上被腐蚀的长度以及腐蚀深度的增加都会导致这些结果。腐蚀缺陷的位置对管道动力学的影响最大,在-10 m 至 10 m 的大变形段最为危险;当腐蚀位于 25 m 处断裂面右侧时,腐蚀影响很小。本文的结论可作为跨断层管道抗震防腐设计的参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Study on response patterns and influencing factors of buried pipelines with corrosion defects under fault action

It is evident how corrosion flaws affect the tension and strain of pipelines that pass oblique-slip faults. The pipeline is very risky and is more likely to experience tensile and buckling damage when corrosion develops in the major deformation region of the pipeline. This will also significantly diminish the pipeline's failure slippage. This research uses a three-dimensional finite element modeling of trans-fault pipes to study the mechanical reaction and influencing factors of corroded pipelines under the action of oblique-slip faults. It is determined that the distribution of stress and strain as well as the pipeline's extension trend are changed when corrosion faults are present. The concentration of tensile and compressive strain along the corroded circular cross-section at the time of damage, followed by a gradual expansion through the entire corroded circumferential cross-section, and the pipeline's extrusion, folding, and bulging, are the manifestations of the influence of corrosion defects on the pipeline at damage. Tensile and compressive strains in the pipeline increase, failure slippage is reduced, and the pipeline experiences tensile damage and corrosion. The length of the pipeline corroded in the circumferential direction, the length of the corroded length in the direction of corrosion along the pipeline axis, and the corrosion depth increase all contribute to these outcomes. The location of corrosion defects has the greatest influence on the dynamics of the pipeline and is most dangerous in the large deformation section from -10 m to 10 m; the corrosion effect is very small when the corrosion is located on the right side of the fracture surface at 25 m. The risk of buckling damage is higher in this scenario, where the corrosion depth has the greatest effect. The conclusions of this paper can be used as a reference for the seismic and corrosion-resistant design of cross-fault pipelines.

求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
Applications in engineering science
Applications in engineering science Mechanical Engineering
CiteScore
3.60
自引率
0.00%
发文量
0
审稿时长
68 days
期刊最新文献
Numerical simulation of open channel basaltic lava flow through topographical bends An experimental study on heat transfer using electrohydrodynamics (EHD) over a heated vertical plate. Lattice Boltzmann simulations of unsteady Bingham fluid flows Thermo-fluid performance of axially perforated multiple rectangular flow deflector-type baffle plate in an tubular heat exchanger H(div)-conforming and discontinuous Galerkin approach for Herschel–Bulkley flow with density-dependent viscosity and yield stress
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1