2008
DOI: 10.1016/j.ijplas.2008.02.010
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Evaluation of cyclic plasticity models in ratcheting simulation of straight pipes under cyclic bending and steady internal pressure

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Cited by 119 publications
(61 citation statements)
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“…Lots of approaches can then be found in the literature (Prager, 1956;Mroz, 1969;Armstrong and Frederick, 1966;Chaboche, 1991;Corona et al, 1996;Ohno and Wang, 1994;Ohno et al, 1998;Abdel-Karim and Ohno, 2000;Guionnet, 1992) and most of time, they are quite performing to describe monotonic plasticity. Differences lie in their ability to reproduce shakedown and ratcheting effects (Bari and Hassan, 2000;Abdel-Karim, 2005;Hassan et al, 2008;Rahman et al, 2008).…”
Section: Introductionmentioning
confidence: 99%
“…Lots of approaches can then be found in the literature (Prager, 1956;Mroz, 1969;Armstrong and Frederick, 1966;Chaboche, 1991;Corona et al, 1996;Ohno and Wang, 1994;Ohno et al, 1998;Abdel-Karim and Ohno, 2000;Guionnet, 1992) and most of time, they are quite performing to describe monotonic plasticity. Differences lie in their ability to reproduce shakedown and ratcheting effects (Bari and Hassan, 2000;Abdel-Karim, 2005;Hassan et al, 2008;Rahman et al, 2008).…”
Section: Introductionmentioning
confidence: 99%
“…It has been, however, shown in recent reports by Rahman et al [16], Hassan et al [17] and Krishna et al [18] that such non-linear finite element analyses can only provide a reasonable modeling of plastic shakedown phenomena after a few initial load cycles. For continuous ratcheting responses, such analyses cannot provide reasonable results, neither for the accumulated local strain nor for the global dimension change.…”
Section: Non-linear Finite Element Analysismentioning
confidence: 98%
“…ANSYS or others, are frequently found to be used for non-linear piping analysis. It has been, however, shown in recent reports by Rahman et al (2008), Hassan et al (2008) and Krishna et al (2009) that such non-linear finite element analyses can only provide a reasonable modeling of plastic shakedown phenomena after a few initial load cycles. For continuous ratcheting responses, such analyses cannot provide reasonable results, neither for the accumulated local strain nor for the global dimension change.…”
Section: Non-linear Transient Analysismentioning
confidence: 98%