Please use this identifier to cite or link to this item: https://doi.org/10.1016/0263-8231(96)00031-6
DC FieldValue
dc.titleDynamic response of large strain elasto-plastic plate and shell structures
dc.contributor.authorSwaddiwudhipong, S.
dc.contributor.authorLiu, Z.S.
dc.date.accessioned2014-06-17T08:17:01Z
dc.date.available2014-06-17T08:17:01Z
dc.date.issued1996-12
dc.identifier.citationSwaddiwudhipong, S., Liu, Z.S. (1996-12). Dynamic response of large strain elasto-plastic plate and shell structures. Thin-Walled Structures 26 (4) : 223-239. ScholarBank@NUS Repository. https://doi.org/10.1016/0263-8231(96)00031-6
dc.identifier.issn02638231
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65461
dc.description.abstractLarge strain, elasto-plastic response of plate and shell structures have been carried out. A nine-node degenerated shell element with assumed strain fields is modified to take into account the effect of large strain, large displacement as well as the change in shell thickness during the deformation process. An Updated Lagrangian approach is adopted in the formulation of the incremental form of the governing equations. A time marching scheme is carried out based on Newmark's time integration technique. The results from the present study as compared with existing experimental, analytical as well as other finite element solutions agree reasonably well. Convergence studies indicate that the proposed elements give results which converge rapidly to acceptable solutions. Copyright © 1996 Elsevier Science Ltd.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/0263-8231(96)00031-6
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCAE/CAD/CAM CENTRE
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/0263-8231(96)00031-6
dc.description.sourcetitleThin-Walled Structures
dc.description.volume26
dc.description.issue4
dc.description.page223-239
dc.description.codenTWASD
dc.identifier.isiutA1996VL99100001
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