Bending resistance of composite slabs made with thin-walled steel sheeting with indentations or embossments

dc.creator	Mistakidis, E. S.	en
dc.creator	Dimitriadis, K. G.	en
dc.date.accessioned	2015-11-23T10:39:45Z
dc.date.available	2015-11-23T10:39:45Z
dc.date.issued	2008
dc.identifier	10.1016/j.tws.2007.08.001
dc.identifier.issn	0263-8231
dc.identifier.uri	http://hdl.handle.net/11615/31070
dc.description.abstract	The paper studies the behaviour of thin-walled steel sheeting with embossments. The study aims to determine the contribution of the embossed areas of the steel sheeting to the total strength in pure tension and in pure bending. For this study, various three-dimensional finite element models are constructed, which take accurately into account the nonlinear response of the problem. The study concludes that there is a strong relation between the area of the embossment region that can be considered as active and the ratio between the depth of the embossment and the thickness of the profile. (C) 2007 Elsevier Ltd. All rights reserved.	en
dc.source	Thin-Walled Structures	en
dc.source.uri	<Go to ISI>://WOS:000253581900008
dc.subject	thin-walled steel sheeting	en
dc.subject	embossments	en
dc.subject	indentations	en
dc.subject	composite slabs	en
dc.subject	Engineering, Civil	en
dc.title	Bending resistance of composite slabs made with thin-walled steel sheeting with indentations or embossments	en
dc.type	journalArticle	en

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