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Development of a rational procedure for shear design in structural concrete

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dc.contributor.author Sureshkumar, V
dc.contributor.author Weerasekera, IRA
dc.date.accessioned 2013-10-21T02:12:57Z
dc.date.available 2013-10-21T02:12:57Z
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/8278
dc.description.abstract Shear design equations for reinforced concrete beams are mostly empirical and are based on test results. But some mathematical models have also been developed over the years. The pursuit for a better model which gives a clearer representation of shear carrying mechanism in beams is still on. This paper explains a method based on Cohesive Cracking as a new approach to this ongoing search. The proposed model is giving promising results when compared with key codes of practice.
dc.language en
dc.title Development of a rational procedure for shear design in structural concrete
dc.type Conference-Abstract
dc.identifier.year 2009
dc.identifier.conference Research for Industry
dc.identifier.place Faculty of Engineering, University of Moratuwa
dc.identifier.pgnos 56-57
dc.identifier.proceeding 15th Annual symposium on Research and Industry


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