Plastic Limit Loads for Slanted Through Wall Cracks in Cylinder and Plate Based on Finite Element Limit AnalysesSource: Journal of Pressure Vessel Technology:;2014:;volume( 136 ):;issue: 003::page 31201DOI: 10.1115/1.4026109Publisher: 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,†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,†Fatigue Fract. Eng. Mater. Struct., 24, pp. 243–254; Kim, et al., 2002, “NonLinear Fracture Mechanics Analyses of Part Circumferential Surface Cracked Pipes,†Int. J. Fract., 116, pp. 347–375.)
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| contributor author | Cho, Doo | |
| contributor author | Choi, Young | |
| contributor author | Huh, Nam | |
| contributor author | Shim, Do | |
| contributor author | Choi, Jae | |
| date accessioned | 2017-05-09T01:11:56Z | |
| date available | 2017-05-09T01:11:56Z | |
| date issued | 2014 | |
| identifier issn | 0094-9930 | |
| identifier other | pvt_136_03_031201.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/156131 | |
| description 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,†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,†Fatigue Fract. Eng. Mater. Struct., 24, pp. 243–254; Kim, et al., 2002, “NonLinear Fracture Mechanics Analyses of Part Circumferential Surface Cracked Pipes,†Int. J. Fract., 116, pp. 347–375.) | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Plastic Limit Loads for Slanted Through Wall Cracks in Cylinder and Plate Based on Finite Element Limit Analyses | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 3 | |
| journal title | Journal of Pressure Vessel Technology | |
| identifier doi | 10.1115/1.4026109 | |
| journal fristpage | 31201 | |
| journal lastpage | 31201 | |
| identifier eissn | 1528-8978 | |
| tree | Journal of Pressure Vessel Technology:;2014:;volume( 136 ):;issue: 003 | |
| contenttype | Fulltext |