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Testing the asymptotic behaviour of shell elements-Part II: New limit tests: Analytical solutions and the RFNS element case

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dc.contributor.author Briassoulis, D en
dc.date.accessioned 2014-06-06T06:45:10Z
dc.date.available 2014-06-06T06:45:10Z
dc.date.issued 2002 en
dc.identifier.issn 00295981 en
dc.identifier.uri http://dx.doi.org/10.1002/nme.435 en
dc.identifier.uri http://62.217.125.90/xmlui/handle/123456789/2278
dc.subject Asymptotic behaviour en
dc.subject Benchmark tests en
dc.subject Finite shell elements en
dc.subject.other Benchmarking en
dc.subject.other Boundary layers en
dc.subject.other Thin shell element en
dc.subject.other Numerical methods en
dc.subject.other shell en
dc.title Testing the asymptotic behaviour of shell elements-Part II: New limit tests: Analytical solutions and the RFNS element case en
heal.type journalArticle en
heal.identifier.primary 10.1002/nme.435 en
heal.publicationDate 2002 en
heal.abstract The asymptotic behaviour of classical benchmark tests was investigated in the first part of this work. In the present second part, the behaviour of some new limit problems, recently proposed as being specifically applicable to benchmark testing of the asymptotic behaviour of shell elements, is analytically and numerically investigated. Exact analytical solutions are obtained based on Flugge's theory for cylindrical shells. These analytical solutions are used along with, and in comparison to, the corresponding solutions obtained earlier by symbolic calculus using the Reissner-Mindlin shell model. The reformulated four-node shell (RFNS) element is employed in the numerical analyses in a parallel, supportive-comparative character, next to the analytical investigation of the asymptotic behaviour of the new limit tests. As with the case of the classical benchmark tests, in the course of the numerical investigation, the reliability and efficiency of the RFNS element is re-confirmed in all cases of the new asymptotic tests. A good agreement with the boundary layers described analytically is obtained even in very thin shell element applications. The various load-carrying mechanisms shown numerically to be active in the cases under investigation follow closely the analytical predictions. The energy components appear to be more sensitive to the modelling of boundary layers in cases of mixed mode problems. In several cases, the solutions obtained earlier by using symbolic calculus are shown to be inadequate. Copyright © 2002 John Wiley and Sons, Ltd. en
heal.journalName International Journal for Numerical Methods in Engineering en
dc.identifier.issue 5 en
dc.identifier.volume 54 en
dc.identifier.doi 10.1002/nme.435 en
dc.identifier.spage 631 en
dc.identifier.epage 670 en


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