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Shear lag and effective breadth in rectangular plates with material orthotropy. Part 1: Analytical formulation

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dc.contributor.author Pavlovic, MN en
dc.contributor.author Tahan, N en
dc.contributor.author Kotsovos, MD en
dc.date.accessioned 2014-03-01T01:14:09Z
dc.date.available 2014-03-01T01:14:09Z
dc.date.issued 1998 en
dc.identifier.issn 0263-8231 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/12888
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-0031598934&partnerID=40&md5=ccfeefcfd5c58b906100609d5add46e0 en
dc.subject.classification Engineering, Civil en
dc.subject.other Shear stress en
dc.subject.other Stress analysis en
dc.subject.other Stress concentration en
dc.subject.other Structural analysis en
dc.subject.other Effective breadth en
dc.subject.other Rectangular orthotropic plates en
dc.subject.other Shear lags en
dc.subject.other Plates (structural components) en
dc.title Shear lag and effective breadth in rectangular plates with material orthotropy. Part 1: Analytical formulation en
heal.type journalArticle en
heal.language English en
heal.publicationDate 1998 en
heal.abstract Symbolically derived closed-form solutions for the integration constants in series solutions for rectangular orthotropic plates under in-plane boundary shear are derived, enabling the exact stress distribution for such problems to be readily obtained. The ensuing expressions complement an earlier derivation for in-plane normal loadings along longitudinal boundaries, so that totally arbitrary stresses on these boundaries can now be studied. Simple formulae for the longitudinal stress distribution are listed, and these provide the basis for a subsequent parametric investigation of shear lag and effective breadths in wide orthotropic flanges. (C) 1998 Elsevier Science Ltd. All rights reserved. en
heal.publisher ELSEVIER SCI LTD en
heal.journalName Thin-Walled Structures en
dc.identifier.isi ISI:000075191100012 en
dc.identifier.volume 30 en
dc.identifier.issue 1-4 en
dc.identifier.spage 199 en
dc.identifier.epage 213 en


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