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    Application of Constraint Corrected J-R Curves to Fracture Analysis of Pipelines

    Source: Journal of Pressure Vessel Technology:;2006:;volume( 128 ):;issue: 004::page 581
    Author:
    Xian-Kui Zhu
    ,
    Brian N. Leis
    DOI: 10.1115/1.2349571
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Fracture properties of an API X80 pipeline steel have been developed using a set of single edge notched bend (SENB) and single edge notched tension (SENT) specimens with shallow and deep cracks to generate different crack-tip constraint levels. The test data show that the J-R curves for the X80 pipeline steel are strongly constraint dependent. To facilitate transfer of the experimental J-R curves to those for actual cracked components, like flawed pipeline, constraint corrected J-R curves are developed. The two-parameter J-A2 formulation is adopted to quantify constraint effect on the crack-tip fields and the J-R curves. The constraint parameter A2 is extracted by matching the J-A2 solution with finite element results for a specific crack configuration. A constraint corrected J-R curve is then formulated as a function of the constraint parameter A2 and crack extension Δa. A general method and procedure to transfer the experimentalJ-R curves from laboratory to actual cracked components are proposed. Using the test data of J-R curves for the SENB specimens, a mathematical expression representing a family of the J-R curves is constructed for the X80. It is shown that the predicted J-R curves developed in this paper agree well with experimental data for both SENB and SENT specimens. To demonstrate its application in assessing flaw instability, a pipeline with an axial surface crack is considered. For a crack depth of 50% of the wall thickness, the predicted J-R curve is found to be higher than that for the SENB specimen with the same crack length to width ratio. From this predicted J-R curve and crack driving force obtained by finite element analysis, the failure pressures of the pipeline at the crack initiation and instability are determined and discussed.
    keyword(s): Steel , Stress , Finite element analysis , Fracture (Process) , Pipelines , Fracture (Materials) , Surface cracks , Pipes , Failure AND Electrical resistance ,
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      Application of Constraint Corrected J-R Curves to Fracture Analysis of Pipelines

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    https://yetl.yabesh.ir/yetl1/handle/yetl/134472
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    contributor authorXian-Kui Zhu
    contributor authorBrian N. Leis
    date accessioned2017-05-09T00:21:17Z
    date available2017-05-09T00:21:17Z
    date copyrightNovember, 2006
    date issued2006
    identifier issn0094-9930
    identifier otherJPVTAS-28473#581_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/134472
    description abstractFracture properties of an API X80 pipeline steel have been developed using a set of single edge notched bend (SENB) and single edge notched tension (SENT) specimens with shallow and deep cracks to generate different crack-tip constraint levels. The test data show that the J-R curves for the X80 pipeline steel are strongly constraint dependent. To facilitate transfer of the experimental J-R curves to those for actual cracked components, like flawed pipeline, constraint corrected J-R curves are developed. The two-parameter J-A2 formulation is adopted to quantify constraint effect on the crack-tip fields and the J-R curves. The constraint parameter A2 is extracted by matching the J-A2 solution with finite element results for a specific crack configuration. A constraint corrected J-R curve is then formulated as a function of the constraint parameter A2 and crack extension Δa. A general method and procedure to transfer the experimentalJ-R curves from laboratory to actual cracked components are proposed. Using the test data of J-R curves for the SENB specimens, a mathematical expression representing a family of the J-R curves is constructed for the X80. It is shown that the predicted J-R curves developed in this paper agree well with experimental data for both SENB and SENT specimens. To demonstrate its application in assessing flaw instability, a pipeline with an axial surface crack is considered. For a crack depth of 50% of the wall thickness, the predicted J-R curve is found to be higher than that for the SENB specimen with the same crack length to width ratio. From this predicted J-R curve and crack driving force obtained by finite element analysis, the failure pressures of the pipeline at the crack initiation and instability are determined and discussed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleApplication of Constraint Corrected J-R Curves to Fracture Analysis of Pipelines
    typeJournal Paper
    journal volume128
    journal issue4
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.2349571
    journal fristpage581
    journal lastpage589
    identifier eissn1528-8978
    keywordsSteel
    keywordsStress
    keywordsFinite element analysis
    keywordsFracture (Process)
    keywordsPipelines
    keywordsFracture (Materials)
    keywordsSurface cracks
    keywordsPipes
    keywordsFailure AND Electrical resistance
    treeJournal of Pressure Vessel Technology:;2006:;volume( 128 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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