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Please use this identifier to cite or link to this item: http://192.168.1.231:8080/dulieusoDIGITAL_123456789/4983
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dc.contributor.authorLuu Duc Trung, Vu Van Dung-
dc.date.accessioned2020-06-25T03:21:45Z-
dc.date.available2020-06-25T03:21:45Z-
dc.date.issued2020-
dc.identifier.urihttp://192.168.1.231:8080/dulieusoDIGITAL_123456789/4983-
dc.description.abstractThis paper presents an analytical approach to investigate effects of elastic foundation and stiffeners on the nonlinear buckling behavior of eccentrically stiffened S-FGM imperfect plates subjected to mechanical loads. By using classical plate theory, Bubnov-Galerkin ’ s method and stress function, the close-form expressions of buckling loads and nonlinear post-buckling load-deflection curves of the S-FGM plates are determined.en_US
dc.publisherĐại học Quốc gia Hà Nộien_US
dc.titleNonlinear stability analysis of eccentrically stiffened S-FGM imperfect plates resting on elastic foundationsen_US
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