SINGLE FOURIER-SERIES SOLUTIONS FOR RECTANGULAR-PLATES UNDER INPLANE FORCES, WITH PARTICULAR REFERENCE TO THE BASIC PROBLEM OF COLINEAR COMPRESSION .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	2014-03-01T01:42:16Z
dc.date.available	2014-03-01T01:42:16Z
dc.date.issued	1993	en
dc.identifier.issn	0263-8231	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/23733
dc.subject.classification	Engineering, Civil	en
dc.title	SINGLE FOURIER-SERIES SOLUTIONS FOR RECTANGULAR-PLATES UNDER INPLANE FORCES, WITH PARTICULAR REFERENCE TO THE BASIC PROBLEM OF COLINEAR COMPRESSION .2. STRESS-DISTRIBUTION	en
heal.type	journalArticle	en
heal.language	English	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.	en
heal.publisher	ELSEVIER SCI LTD	en
heal.journalName	THIN-WALLED STRUCTURES	en
dc.identifier.isi	ISI:A1993LE56500001	en
dc.identifier.volume	17	en
dc.identifier.issue	1	en
dc.identifier.spage	1	en
dc.identifier.epage	26	en