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Single fourier series solutions for rectangular plates under in-plane forces, with particular reference to the basic problem of colinear compression. Part 2: Stress distribution

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dc.contributor.author Tahan, N en
dc.contributor.author Pavlovic, MN en
dc.contributor.author Kotsovos, MD en
dc.date.accessioned 2014-03-01T01:09:32Z
dc.date.available 2014-03-01T01:09:32Z
dc.date.issued 1993 en
dc.identifier.issn 02638231 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/11067
dc.subject Fourier Series en
dc.subject Stress Distribution en
dc.subject.other Approximation theory en
dc.subject.other Compaction en
dc.subject.other Error analysis en
dc.subject.other Mathematical models en
dc.subject.other Stress analysis en
dc.subject.other Structural loads en
dc.subject.other Colinear compression en
dc.subject.other Single Fourier series scheme en
dc.subject.other Stress distribution en
dc.subject.other Plates (structural components) en
dc.title Single fourier series solutions for rectangular plates under in-plane forces, with particular reference to the basic problem of colinear compression. Part 2: Stress distribution en
heal.type journalArticle en
heal.identifier.primary 10.1016/0263-8231(93)90016-4 en
heal.identifier.secondary http://dx.doi.org/10.1016/0263-8231(93)90016-4 en
heal.publicationDate 1993 en
heal.abstract In this, the second paper of a two-part report on colinearly compressed rectangular plates, a study of the mechanical aspects of the problem is conducted in order to obtain a reasonably general picture of the stress distribution as the relevant geometric and load parameters are varied. Special emphasis is placed on the degree of error inherent in the approximate single Fourier series scheme, and on what constitutes a 'long' plate for the sort of systems in question. Finally, a possible practical implication for estimating the tensile strength of brittle materials through compression testing is suggested. © 1993. en
heal.journalName Thin-Walled Structures en
dc.identifier.doi 10.1016/0263-8231(93)90016-4 en
dc.identifier.volume 17 en
dc.identifier.issue 1 en
dc.identifier.spage 1 en
dc.identifier.epage 26 en


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