The use of horizontal and inclined bars as shear reinforcement

Shear failure in beams are caused by diagonal cracks near the support. Any form of effectively anchored reinforcement that intersects these cracks will be able to resist the shear stress to a certain extent. This project presents the results of an experimental investigation on six reinforced concret...

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Détails bibliographiques
Auteur principal:	Abdul Hamid, Noor Azlina
Format:	Thèse
Langue:	anglais
Publié:	2005
Sujets:	TA Engineering (General). Civil engineering (General)
Accès en ligne:	http://eprints.utm.my/3710/1/NoorAzlinaAbdulHamidMFKA2005.pdf

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