Bond-Slip effect on Flexural response of composite members

dc.contributor.author	Ma, X.
dc.contributor.conference	International Science and Technology Conference (27 Oct 2010 - 29 Oct 2010 : Turkish Republic of Northern Cyprus)
dc.contributor.editor	Dundar, M.
dc.date.issued	2010
dc.description.abstract	A simplified model to analyze the bond-slip effect in flexural composite members is presented in the paper. Taking a simply supported composite beam for example, influences of bonding stiffness and concrete cracking are studied. Numerical results show that the bonding stiffness has great effect on the stress distribution in flexural composite members. The steel stress increases with the rising of the bonding stiffness. It reaches a convergent value in the rigid bonding case, where the beam may be considered as a completely composite member and the plane-deformation-assumption is applicable to its flexural analysis. On the contrary, concrete cracking decreases the member stiffness. A deformation/deflection jump phenomenon arises at the occurrence of cracks
dc.identifier.citation	Proceedings of the International Science and Technology Conference 2010, 2010 / Dundar, M. (ed./s)
dc.identifier.uri	https://hdl.handle.net/1959.8/118466
dc.language.iso	en
dc.publisher	ISTEC
dc.publisher.place	Turkish Republic of Northern Cyprus
dc.subject	bond-slip
dc.subject	flexural
dc.subject	composite
dc.title	Bond-Slip effect on Flexural response of composite members
dc.type	Conference paper
pubs.publication-status	Published
ror.mmsid	9915910449601831

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