Slip and Uplift Effects in Composite Beams

Naraine, Krishna S.

Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/14157

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DC Field	Value	Language
dc.contributor.advisor	Robinson, H.	en_US
dc.contributor.author	Naraine, Krishna S.	en_US
dc.date.accessioned	2014-06-18T17:06:30Z	-
dc.date.available	2014-06-18T17:06:30Z	-
dc.date.created	2014-05-12	en_US
dc.date.issued	1984-07	en_US
dc.identifier.other	opendissertations/8985	en_US
dc.identifier.other	10066	en_US
dc.identifier.other	5570034	en_US
dc.identifier.uri	http://hdl.handle.net/11375/14157	-
dc.description.abstract	<p>An elastic interaction theory, taking both slip and uplift effects into account, is presented for a composite beam with a solid concrete slab connected to a steel beam. The results of this theory , which involves the solution of a sixth order differential equation, are compared with the results of Newmark's theory which only considers interfacial slip effects and involves the solution of a second order differential equation.</p> <p>An experimental study of a full scale composite beam incorporating a cellular deck under a two point load and simple support conditions is also reported. In addition, the experimental results are compared with the computed results obtained from an existing finite difference formulation.</p>	en_US
dc.subject	elastic interaction theory	en_US
dc.subject	slip	en_US
dc.subject	uplift	en_US
dc.subject	steel	en_US
dc.subject	concrete	en_US
dc.subject	Civil and Environmental Engineering	en_US
dc.subject	Civil Engineering	en_US
dc.subject	Engineering	en_US
dc.subject	Civil and Environmental Engineering	en_US
dc.title	Slip and Uplift Effects in Composite Beams	en_US
dc.type	thesis	en_US
dc.contributor.department	Civil Engineering	en_US
dc.description.degree	Master of Engineering (ME)	en_US
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