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- W2068763735 abstract "Abstract Advanced well design methods based on risk assessment of actual failure mechanisms require accurate formulas for burst, collapse, yield and fracture. Moreover, these strength formulas should be generalized to account for the combined internal pressure, external pressure and axial load that well tubulars experience. This paper describes the development of a set of formulas for burst strength, i.e. the failure envelope and the design limit for OCTG under internal over-pressure and any axial tension or axial compression. Phenomena covered are ductile rupture, pipe necking and local pipe wall wrinkling, thus spanning the first and second quadrant in the effective axial load – pressure differential load space. It is based on a large strain, elastic-plastic, < 3D > formulation of pipe equilibrium, deformation and buckling that has been solved analytically in closed form for the situation of combined loads. The formulas describe features such as a maximum internal pressure load (rupture), a maximum axial tension load (necking) and local buckling of a pipe under axial compression (wrinkling). Approximate burst strength formulas are presented that together span the entire axial load range and closely match the more complex, exact model predictions. The joint API/ISO SC5 Work Group 2B tasked with modernizing the API 5C3 property equations has incorporated the burst strength formulas presented in this paper into the new ISO TR 10400 standard1." @default.
- W2068763735 created "2016-06-24" @default.
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- W2068763735 date "2006-09-24" @default.
- W2068763735 modified "2023-09-26" @default.
- W2068763735 title "Formulas for Rupture, Necking, and Wrinkling of OCTG Under Combined Loads" @default.
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- W2068763735 doi "https://doi.org/10.2118/102585-ms" @default.
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