Chapter
Apr 26, 2012
Reinforcing against Rib Shearing Failure in Composite Edge Beams
Authors: Mark Patrick and Russell Q. BridgeAuthor Affiliations
Publication: Composite Construction in Steel and Concrete IV
Abstract
Brittle rib shearing failure comprises horizontal splits that form in the concrete between the tops of the steel sheeting ribs in pans where there are shear connectors, while the failure surface locally avoids the studs by passing over their heads. It has been reported in the literature to have often occurred in push-out and beam tests. It is now mandatory in Australian Standard AS 2327, Part 1 to reinforce composite edge beams against rib shearing failure. A patented reinforcing component has been developed for this purpose.
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Published In
Composite Construction in Steel and Concrete IV
Pages: 298 - 309
Copyright
© 2002 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
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Mark Patrick
Director, Centre for Construction Technology and Research University of Western Sydney Locked Bag 1797, South Penrith DC, NSW 2747, Australia
Russell Q. Bridge
Professor, Centre for Construction Technology and Research University of Western Sydney Locked Bag 1797, South Penrith DC, NSW 2747, Australia
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.