Article(id=1242150429958676745, tenantId=1146029695717560320, journalId=1240685776644648972, issueId=1242150427056222760, articleNumber=null, orderNo=null, doi=10.3969/j.issn.1007-7294.2024.02.011, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1692201600000, receivedDateStr=2023-08-17, revisedDate=null, revisedDateStr=null, acceptedDate=null, acceptedDateStr=null, onlineDate=1774081340540, onlineDateStr=2026-03-21, pubDate=1708358400000, pubDateStr=2024-02-20, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1774081340540, onlineIssueDateStr=2026-03-21, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1774081340540, creator=13701087609, updateTime=1774081340540, updator=13701087609, issue=Issue{id=1242150427056222760, tenantId=1146029695717560320, journalId=1240685776644648972, year='2024', volume='28', issue='2', pageStart='169', pageEnd='318', issueExtLink='null', onlineDate='null', pubDate='null', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=1, issueType=-1, specialIssue=0, createTime=1774081339849, creator=13701087609, updateTime=1774081592202, updator=13701087609, preIssue=null, nextIssue=null, ext={EN=IssueExt(id=1242151485560136680, tenantId=1146029695717560320, journalId=1240685776644648972, issueId=1242150427056222760, language=EN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=), CN=IssueExt(id=1242151485560136681, tenantId=1146029695717560320, journalId=1240685776644648972, issueId=1242150427056222760, language=CN, specialIssueTitle=, coverIllustrator=null, specialIssueEditor=, specialIssueAbout=)}, issueFiles=null}, startPage=283, endPage=293, ext={EN=ArticleExt(id=1242150432945021257, articleId=1242150429958676745, tenantId=1146029695717560320, journalId=1240685776644648972, language=EN, title=Buckling failure mechanism of bi-metallic mechanical clad pipe liner layers under bending load, columnId=1242129251223274417, journalTitle=Journal of Ship Mechanics, columnName=Structural Mechanics, runingTitle=null, highlight=null, articleAbstract=
Bi-metallic mechanical clad pipes are one of the main measures for anti-corrosion control of oil and gas field gathering and transmission pipelines. The failure of their liner layers restricts the clad pipes' engineering application. In order to explore the buckling failure mechanism of liner layers of bi-metallic mechanical clad pipes, the mechanical model of a clad pipe under bending load was established. The influence of forming pressure, working pressure and composite pipe structural parameters on the failure mode of the liner layer lining was studied. The results show that the buckling resistance of the liner layer is improved by increasing the residual contact pressure. The buckling time of the liner layer is delayed and the fold amplitude is reduced by increasing the working pressure. The reduction of the initial layers gap of the clad pipe before forming is beneficial to improve the buckling resistance of the liner layer. With the increase of the wall thickness of the outer base pipe, the wall thickness of the lining pipe and inner diameter of the clad pipe, the buckling resistance of the lining pipe increases.
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双金属机械复合管是油气田集输管线防腐控制的主要措施之一,而内衬层的失效是制约复合管工程应用的关键难题。为研究双金属机械复合管内衬层屈曲失效机理,建立弯曲载荷下复合管力学模型,研究成型压力、工作内压及复合管结构参数对内衬层失效模式的影响规律。结果表明:增加成型后的残余接触压力有助于提高内衬层的抗屈曲能力;较高的工作内压能够延缓内衬层屈曲时间,减小其褶皱幅值;成型前复合管层间初始间隙减小有利于提高内衬层抗屈曲能力;随着外基管壁厚、内衬管壁厚、复合管内径的增加,内衬管的抗屈曲能力增强。
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1.School of Mechatronic Engineering, Southwest Petroleum University, Chengdu 610500, China
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1.西南石油大学 机电工程学院,成都 610500
2.石油天然气装备技术 四川省科技资源共享服务平台,成都 610500
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1.School of Mechatronic Engineering, Southwest Petroleum University, Chengdu 610500, China
3.Key Laboratory of Petroleum and Natural Gas Equipment, Ministry of Education, Chengdu 610500, China, bio=null, bioImg=null, bioContent=null, aboutCorrespAuthor=null), CN=AuthorExt(id=1242150440985502303, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, authorId=1242150440683512400, language=CN, stringName=胡特, firstName=null, middleName=null, lastName=null, prefix=null, suffix=null, authorComment=null, nameInitials=null, affiliation=null, department=null, xref=
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1.西南石油大学 机电工程学院,成都 610500
3.石油天然气装备教育部重点实验室,成都 610500, bio={"content":"
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胡特(1996-),男,博士研究生。
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Hydroforming process of bimetal clad pipe, figureFileSmall=chR0rumd+veSUGgjLOc0Vg==, figureFileBig=EjbCcdzIBz9KG5h0yJyiEQ==, tableContent=null), ArticleFig(id=1242150442013106831, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=图1, caption=
双金属复合管液压成型过程, figureFileSmall=chR0rumd+veSUGgjLOc0Vg==, figureFileBig=EjbCcdzIBz9KG5h0yJyiEQ==, tableContent=null), ArticleFig(id=1242150442222822041, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=EN, label=Fig.2, caption=
Comparison of numerical model, experimental and analytical model results of contact pressure, figureFileSmall=4Yc8r8Bl942ko7nmHs9W+g==, figureFileBig=CKEH3u+WEbaGGU+joAY5Hw==, tableContent=null), ArticleFig(id=1242150442369622686, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=图2, caption=
残余接触压力数值仿真与实验、解析解对比, figureFileSmall=4Yc8r8Bl942ko7nmHs9W+g==, figureFileBig=CKEH3u+WEbaGGU+joAY5Hw==, tableContent=null), ArticleFig(id=1242150442478674595, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=EN, label=Fig.3, caption=
Stress distribution of liner pipe under bending load, figureFileSmall=ABOoN9VWQwoag9ZOumXngw==, figureFileBig=yQltL6aOHLsYY155XTO6+A==, tableContent=null), ArticleFig(id=1242150442570949288, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=图3, caption=
弯曲载荷下内衬管应力分布, figureFileSmall=ABOoN9VWQwoag9ZOumXngw==, figureFileBig=yQltL6aOHLsYY155XTO6+A==, tableContent=null), ArticleFig(id=1242150442654835372, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=EN, label=Fig.4, caption=
Equivalent plastic strain distribution of the lined pipe at different stages, figureFileSmall=iSD1lz8m8oXddR3jMCEBVw==, figureFileBig=qOtZbuUvP5fJ5Gp8v2+YQA==, tableContent=null), ArticleFig(id=1242150442742915758, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=图4, caption=
弯曲载荷下内衬管等效塑性应变分布, figureFileSmall=iSD1lz8m8oXddR3jMCEBVw==, figureFileBig=qOtZbuUvP5fJ5Gp8v2+YQA==, tableContent=null), ArticleFig(id=1242150442843579058, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=EN, label=Fig.5, caption=
Mechanical response of different forming internal pressures to clad pipes, figureFileSmall=qn/Pw3We7mLXQDUVXokW7w==, figureFileBig=vSP0WGhUgN0yWXVLIYIejg==, tableContent=null), ArticleFig(id=1242150442935853750, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=图5, caption=
不同成型内压对复合管力学响应, figureFileSmall=qn/Pw3We7mLXQDUVXokW7w==, figureFileBig=vSP0WGhUgN0yWXVLIYIejg==, tableContent=null), ArticleFig(id=1242150443032322744, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=EN, label=Fig.6, caption=
Mechanical response of clad pipe under different bending loads, figureFileSmall=HRi6Bq0pPiCXjIOh+w/l7g==, figureFileBig=qkHs8sLFb+XSpLbVd9hajQ==, tableContent=null), ArticleFig(id=1242150443120403132, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=图6, caption=
不同弯曲载荷下复合管力学响应, figureFileSmall=HRi6Bq0pPiCXjIOh+w/l7g==, figureFileBig=qkHs8sLFb+XSpLbVd9hajQ==, tableContent=null), ArticleFig(id=1242150443191706302, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=EN, label=Fig.7, caption=
Mechanical response of clad pipe with different internal pressures, figureFileSmall=oArnvliaOBXnzopUy8LNQw==, figureFileBig=Aqje2gytYF3RsaKdH3+Cog==, tableContent=null), ArticleFig(id=1242150443317535428, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=图7, caption=
不同内压复合管力学响应, figureFileSmall=oArnvliaOBXnzopUy8LNQw==, figureFileBig=Aqje2gytYF3RsaKdH3+Cog==, tableContent=null), ArticleFig(id=1242150444802319047, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=EN, label=Fig.8, caption=
Mechanical response of composite pipes under different gaps, figureFileSmall=piwaZtsDLd/pYBbbHIoXeQ==, figureFileBig=q+sM57HINnKg52ruOSRIyQ==, tableContent=null), ArticleFig(id=1242150444949119693, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=图8, caption=
不同间隙下复合管力学响应, figureFileSmall=piwaZtsDLd/pYBbbHIoXeQ==, figureFileBig=q+sM57HINnKg52ruOSRIyQ==, tableContent=null), ArticleFig(id=1242150445041394382, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=EN, label=Fig.9, caption=
Mechanical response of clad pipes with different inner diameters, figureFileSmall=GMXKQuLWoWbBSRONsTaPAA==, figureFileBig=ZGayziAiAgC/Vx8Bz1s8lg==, tableContent=null), ArticleFig(id=1242150445158834899, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=图9, caption=
不同内径复合管力学响应, figureFileSmall=GMXKQuLWoWbBSRONsTaPAA==, figureFileBig=ZGayziAiAgC/Vx8Bz1s8lg==, tableContent=null), ArticleFig(id=1242150445259498197, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=EN, label=Fig.10, caption=
Mechanical response of clad pipes with different outer base pipe wall thicknesses, figureFileSmall=MYgV4JLSt+0HYv/TtFDJSQ==, figureFileBig=W4KNFLBtdh6S04mFdm+F+A==, tableContent=null), ArticleFig(id=1242150445372744411, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=图10, caption=
不同外基管壁厚的复合管力学响应, figureFileSmall=MYgV4JLSt+0HYv/TtFDJSQ==, figureFileBig=W4KNFLBtdh6S04mFdm+F+A==, tableContent=null), ArticleFig(id=1242150445490184927, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=EN, label=Fig.11, caption=
Mechanical response of clad pipes with different wall thicknesses of lining pipes, figureFileSmall=KQuQrutKCdbSX4kqbC92jw==, figureFileBig=YcCEd+A791gyO953QqT/Lw==, tableContent=null), ArticleFig(id=1242150445574071012, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=图11, caption=
不同内衬管壁厚的复合管力学响应, figureFileSmall=KQuQrutKCdbSX4kqbC92jw==, figureFileBig=YcCEd+A791gyO953QqT/Lw==, tableContent=null), ArticleFig(id=1242150445666345702, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=EN, label=Tab.1, caption=
Clad pipe geometry and material parameters
, figureFileSmall=null, figureFileBig=null, tableContent=
| 外径D/mm | 壁厚T/mm | 径厚比D/t | 弹性模量E/GPa | 泊松比ν | 屈服强度σy/MPa |
|---|
| 外基管 | 325 | 14.3 | 22.6 | 210 | 0.3 | 466 |
| 内衬管 | 294.4 | 3 | 98.8 | 198 | 0.3 | 277 |
), ArticleFig(id=1242150445767009000, tenantId=1146029695717560320, journalId=1240685776644648972, articleId=1242150429958676745, language=CN, label=表1, caption=
复合管几何及材料参数
, figureFileSmall=null, figureFileBig=null, tableContent=
| 外径D/mm | 壁厚T/mm | 径厚比D/t | 弹性模量E/GPa | 泊松比ν | 屈服强度σy/MPa |
|---|
| 外基管 | 325 | 14.3 | 22.6 | 210 | 0.3 | 466 |
| 内衬管 | 294.4 | 3 | 98.8 | 198 | 0.3 | 277 |
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