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    Plastic Limit Loads for Slanted Through Wall Cracks in Cylinder and Plate Based on Finite Element Limit Analyses

    Source: Journal of Pressure Vessel Technology:;2014:;volume( 136 ):;issue: 003::page 31201
    Author:
    Cho, Doo
    ,
    Choi, Young
    ,
    Huh, Nam
    ,
    Shim, Do
    ,
    Choi, Jae
    DOI: 10.1115/1.4026109
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The plastic limit load solutions for cylinder and plate with slanted throughwall cracks (TWCs) are developed based on the systematic threedimensional (3D) finite element (FE) limit analyses. As for loading conditions, axial tension, global bending, and internal pressure are considered for a cylinder with slanted circumferential TWC, whereas, axial tension and internal pressure are considered for a plate and a cylinder with slanted axial TWC. Then, the verification of FE model and analysis procedure employed in the present numerical work was confirmed by employing the existing solutions for both cylinder and plate with idealized TWC. Also, the geometric variables of slanted TWC which can affect plastic limit loads were considered. Based on the systematic FE limit analysis results, the slant correction factors which represent the effect of slanted TWC on plastic limit load were provided as tabulated solutions. By adopting these slant correction factors, the plastic limit loads of slanted TWC can be directly estimated from existing solutions for idealized TWC. Furthermore, the modified engineering estimations of plastic limit loads for slanted TWC are proposed based on equilibrium equation and von Mises yield criterion. The present results can be applied either to diverse structural integrity assessments or for accurate estimation of fracture mechanics parameters such as Jintegral, plastic crack opening displacement (COD) and C*integral for slanted TWC based on the reference stress concept (Kim, et al., 2002, “Plastic Limit Pressure for Cracked Pipes Using Finite Element Limit Analyse,â€‌ Int. J. Pressure Vessels Piping, 79, pp. 321–330; Kim, et al., 2001, “Enhanced Reference StressBased J and Crack Opening Displacement Estimation Method for LeakBeforeBreak Analysis and Comparison With GE/EPRI Method,â€‌ Fatigue Fract. Eng. Mater. Struct., 24, pp. 243–254; Kim, et al., 2002, “NonLinear Fracture Mechanics Analyses of Part Circumferential Surface Cracked Pipes,â€‌ Int. J. Fract., 116, pp. 347–375.)
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      Plastic Limit Loads for Slanted Through Wall Cracks in Cylinder and Plate Based on Finite Element Limit Analyses

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    http://yetl.yabesh.ir/yetl1/handle/yetl/156131
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    contributor authorCho, Doo
    contributor authorChoi, Young
    contributor authorHuh, Nam
    contributor authorShim, Do
    contributor authorChoi, Jae
    date accessioned2017-05-09T01:11:56Z
    date available2017-05-09T01:11:56Z
    date issued2014
    identifier issn0094-9930
    identifier otherpvt_136_03_031201.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/156131
    description abstractThe plastic limit load solutions for cylinder and plate with slanted throughwall cracks (TWCs) are developed based on the systematic threedimensional (3D) finite element (FE) limit analyses. As for loading conditions, axial tension, global bending, and internal pressure are considered for a cylinder with slanted circumferential TWC, whereas, axial tension and internal pressure are considered for a plate and a cylinder with slanted axial TWC. Then, the verification of FE model and analysis procedure employed in the present numerical work was confirmed by employing the existing solutions for both cylinder and plate with idealized TWC. Also, the geometric variables of slanted TWC which can affect plastic limit loads were considered. Based on the systematic FE limit analysis results, the slant correction factors which represent the effect of slanted TWC on plastic limit load were provided as tabulated solutions. By adopting these slant correction factors, the plastic limit loads of slanted TWC can be directly estimated from existing solutions for idealized TWC. Furthermore, the modified engineering estimations of plastic limit loads for slanted TWC are proposed based on equilibrium equation and von Mises yield criterion. The present results can be applied either to diverse structural integrity assessments or for accurate estimation of fracture mechanics parameters such as Jintegral, plastic crack opening displacement (COD) and C*integral for slanted TWC based on the reference stress concept (Kim, et al., 2002, “Plastic Limit Pressure for Cracked Pipes Using Finite Element Limit Analyse,â€‌ Int. J. Pressure Vessels Piping, 79, pp. 321–330; Kim, et al., 2001, “Enhanced Reference StressBased J and Crack Opening Displacement Estimation Method for LeakBeforeBreak Analysis and Comparison With GE/EPRI Method,â€‌ Fatigue Fract. Eng. Mater. Struct., 24, pp. 243–254; Kim, et al., 2002, “NonLinear Fracture Mechanics Analyses of Part Circumferential Surface Cracked Pipes,â€‌ Int. J. Fract., 116, pp. 347–375.)
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePlastic Limit Loads for Slanted Through Wall Cracks in Cylinder and Plate Based on Finite Element Limit Analyses
    typeJournal Paper
    journal volume136
    journal issue3
    journal titleJournal of Pressure Vessel Technology
    identifier doi10.1115/1.4026109
    journal fristpage31201
    journal lastpage31201
    identifier eissn1528-8978
    treeJournal of Pressure Vessel Technology:;2014:;volume( 136 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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