THE EFFECT OF SLIP IN REINFORCED CONCRETE BEAMS

Botelho, Fernando M.

Please use this identifier to cite or link to this item: http://hdl.handle.net/11375/7624

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DC Field	Value	Language
dc.contributor.advisor	Robinson, Hugh	en_US
dc.contributor.author	Botelho, Fernando M.	en_US
dc.date.accessioned	2014-06-18T16:39:54Z	-
dc.date.available	2014-06-18T16:39:54Z	-
dc.date.created	2010-07-29	en_US
dc.date.issued	1999-12	en_US
dc.identifier.other	opendissertations/2890	en_US
dc.identifier.other	3912	en_US
dc.identifier.other	1414920	en_US
dc.identifier.uri	http://hdl.handle.net/11375/7624	-
dc.description.abstract	<p>The effect of slip, in the form of a bond stress-slip relationship at the concrete-steel interface, on the behaviour of reinforced concrete beams without web reinforcement is examined. The beam is analysed as a composite beam with incomplete interaction. An elastic and an inelastic method of analyses are developed. An analysis of the concrete teeth structure is presented. Also, a theory of cracking is presented. A review of the state of the art of the load-deformation characteristics, for the elements of the beam, and of the criteria of failure for beams is presented. The proposed method is used to analyse Leonhardt and Walther's and Taylor's tested beams, and to examine the influence of M/Vd ratio and bond-slip relationship. Finally, an inelastic method of analysis of multilayered composite systems (a continuous beam is an example) is presented.</p>	en_US
dc.subject	Civil Engineering	en_US
dc.subject	Mechanical Engineering	en_US
dc.subject	Civil Engineering	en_US
dc.title	THE EFFECT OF SLIP IN REINFORCED CONCRETE BEAMS	en_US
dc.type	thesis	en_US
dc.contributor.department	Civil Engineering and Engineering Mechanics	en_US
dc.description.degree	Doctor of Philosophy (PhD)	en_US
Appears in Collections:	Open Access Dissertations and Theses

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