Prediction of flexural bond in reinforced concrete

dc.contributor.author	Weerasekera, IAR
dc.contributor.author	Rasikamal, AADI
dc.contributor.author	Chandrasiri, JPS
dc.contributor.author	Attanayake, RR
dc.date.accessioned	2013-10-21T02:12:57Z
dc.date.available	2013-10-21T02:12:57Z
dc.date.issued	2009
dc.description.abstract	A method to forecast bond stresses by accounting for tension transmitted across radial cracks is presented. This phenomenon is known as cohesive cracking. When steel and uncracked concrete are present they are treated as isotropic materials. Concrete however behaves as an anisotropic material after radial cracks develop. Several factors are identified as parameters influencing bond stresses. Among them axial force in steel, area of the bar, concrete strength, and confinement are important. Results based on proposed method are discussed under a variety of practical situations.
dc.identifier.conference	Research for Industry
dc.identifier.pgnos	pp. 52-53
dc.identifier.place	Faculty of Engineering, University of Moratuwa
dc.identifier.proceeding	15th Annual symposium on Research and Industry
dc.identifier.uri	http://dl.lib.mrt.ac.lk/handle/123/8276
dc.identifier.year	2009
dc.language	en
dc.title	Prediction of flexural bond in reinforced concrete
dc.type	Conference-Extended-Abstract

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