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SINGLE FOURIER-SERIES SOLUTIONS FOR RECTANGULAR-PLATES UNDER INPLANE FORCES, WITH PARTICULAR REFERENCE TO THE BASIC PROBLEM OF COLINEAR COMPRESSION .1. CLOSED-FORM SOLUTION AND CONVERGENCE STUDY

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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 2014-03-01T01:42:15Z
dc.date.available 2014-03-01T01:42:15Z
dc.date.issued 1993 en
dc.identifier.issn 0263-8231 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/23732
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 .1. CLOSED-FORM SOLUTION AND CONVERGENCE STUDY en
heal.type journalArticle en
heal.language English en
heal.publicationDate 1993 en
heal.abstract This paper considers certain types of classical plane-stress problems, concentrating on their solutions by means of the simple, although usually approximate, single Fourier series technique. While this approach is well known, no systematic studies based on it seem to have been carried out in the past. Such a study is presently undertaken with reference to the problem of a colinearly compressed rectangular plate so as to reach some conclusions regarding (ordinary) con vergence rates for stresses, as well as to investigate possible ways of improving convergence. In addition, a truly closed-form solution for the single Fourier series technique is given (thus bypassing the need to repeatedly solve systems of equations) which encompasses completely arbitrary normal and/or shear loading along two opposite edges. In a follow-up paper (Tahan et al., Thin Walled Structures 17(1) (1993)), the present findings will be used to conduct an investigation of the stress distribution in a plate subject to colinear compression. en
heal.publisher ELSEVIER SCI LTD en
heal.journalName THIN-WALLED STRUCTURES en
dc.identifier.isi ISI:A1993KV49800003 en
dc.identifier.volume 15 en
dc.identifier.issue 4 en
dc.identifier.spage 291 en
dc.identifier.epage 303 en


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