2005
DOI: 10.1016/j.tws.2004.08.002
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Stability of thin-walled high-pressure cylindrical pipes with non-circular cross-section and variable wall thickness subjected to non-homogeneous corrosion

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Cited by 13 publications
(7 citation statements)
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“…In [23], such a stress distribution equation is proposed with a constant average diameter. In the works of [32,[34][35][36], the average diameter is replaced by the mid-surface radius, r c , but it is still constant. In [31], based on Lamé formulas, new assumptions were introduced, but they performed poorly in mathematical operations (e.g., Taylor expansion) with an intermediate variable, η, less than or close to 1.0.…”
Section: Theories On Corrosion Lifetime (Including Failure Criteria) ...mentioning
confidence: 99%
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“…In [23], such a stress distribution equation is proposed with a constant average diameter. In the works of [32,[34][35][36], the average diameter is replaced by the mid-surface radius, r c , but it is still constant. In [31], based on Lamé formulas, new assumptions were introduced, but they performed poorly in mathematical operations (e.g., Taylor expansion) with an intermediate variable, η, less than or close to 1.0.…”
Section: Theories On Corrosion Lifetime (Including Failure Criteria) ...mentioning
confidence: 99%
“…In [31], based on Lamé formulas, new assumptions were introduced, but they performed poorly in mathematical operations (e.g., Taylor expansion) with an intermediate variable, η, less than or close to 1.0. In [35], the mid-plane radius, r c , was introduced into the first-order Lamé stress distribution equation. From the conclusions, an analytical solution was obtained that was as simple as the ones based on Laplace laws, but with better accuracy.…”
Section: Theories On Corrosion Lifetime (Including Failure Criteria) ...mentioning
confidence: 99%
“…More complex problems for pipeline elements when the equivalent stresses on their inner and outer surfaces are different have been studied in [14,15,16,17]. Problems taking into account nonlinear effects and/or concerning non-uniform wear are usually solved by combined numerical and analytical methods [4,7,10,18,19,20,21,22,23]. In particular, paper [19] addresses the problem of a thin-walled cylindrical pipe with non-circular cross-section and variable wall thickness under external pressure; while paper [22] deals with a pipe with variable wall thickness under its own weight.…”
Section: Introductionmentioning
confidence: 99%
“…Problems taking into account nonlinear effects and/or concerning non-uniform wear are usually solved by combined numerical and analytical methods [4,7,10,18,19,20,21,22,23]. In particular, paper [19] addresses the problem of a thin-walled cylindrical pipe with non-circular cross-section and variable wall thickness under external pressure; while paper [22] deals with a pipe with variable wall thickness under its own weight. All the mentioned solutions are based on certain hypotheses which significantly simplify the calculation process.…”
Section: Introductionmentioning
confidence: 99%
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