2007
DOI: 10.1016/j.ijpvp.2007.05.005
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French RSE-M and RCC-MR code appendices for flaw analysis: Presentation of the fracture parameters calculation—Part III: Cracked pipes

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Cited by 29 publications
(9 citation statements)
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“…The values of the influence coefficients i 0 ,y,i 4 and F gb are the influence coefficients of the pipe with the same defect and geometry size (r i , h) [5]. The values of s 0 ,y, 4 can be estimated from FE analysis or from the linearised solutions proposed previously:…”
Section: K I -Circumferential Defectmentioning
confidence: 99%
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“…The values of the influence coefficients i 0 ,y,i 4 and F gb are the influence coefficients of the pipe with the same defect and geometry size (r i , h) [5]. The values of s 0 ,y, 4 can be estimated from FE analysis or from the linearised solutions proposed previously:…”
Section: K I -Circumferential Defectmentioning
confidence: 99%
“…For a linear variation of the temperature through the thickness, the stress solution proposed for pipes can be used [5], considering the same geometry dimensions and the same defect.…”
Section: K I -Circumferential Defectmentioning
confidence: 99%
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“…Parts II-IV provide all the compendia for a specific component. The geometries are plates (part II), pipes (part III [4]) and elbows (part IV [5]). Part V [6] presents validation of the methods: all information on the origin of the solutions proposed in this paper, and on their validation through comparison with other published solutions and with FE calculations are provided in the last paper.…”
Section: Introductionmentioning
confidence: 99%