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contributor authorC. Kocher
contributor authorW. Watson
contributor authorM. Gomez
contributor authorI. Gonzalez
contributor authorV. Birman
date accessioned2017-05-08T21:16:06Z
date available2017-05-08T21:16:06Z
date copyrightJuly 2002
date issued2002
identifier other%28asce%290893-1321%282002%2915%3A3%28111%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44964
description abstractThis paper outlines several issues related to the design of sandwich structures with a truss-reinforced polymeric or hollow core. The first part of the paper employs a simple analytical model that illustrates the contribution of such a core to the structure’s facing stability. While the enhancement of the facing stability due to truss reinforcement is shown to be considerable, the problems of local strength and truss-element (pin) stability have to be analyzed prior to the acceptance of the design concept discussed in the paper. Accordingly, the second part of the paper presents the results of finite-element analysis used to pinpoint potentially weak elements in the considered design. The paper results in a number of practical conclusions and recommendations that may be useful for the development and implementation of sandwich structures with truss-reinforced cores.
publisherAmerican Society of Civil Engineers
titleIntegrity of Sandwich Panels and Beams with Truss-Reinforced Cores
typeJournal Paper
journal volume15
journal issue3
journal titleJournal of Aerospace Engineering
identifier doi10.1061/(ASCE)0893-1321(2002)15:3(111)
treeJournal of Aerospace Engineering:;2002:;Volume ( 015 ):;issue: 003
contenttypeFulltext


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