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

Tahan, N; Pavlovic, MN; Kotsovos, MD

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