shear strength of reinforced concrete circular cross-section beams

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Abstract
A proposed adequation of NBR 6118, Item 7.4, related to shear strength of reinforced concrete beams is presented with aims to application on circular cross-section. The actual expressions are most suitable to rectangular cross-section and some misleading occurs when applied to circular sections at determination of VRd2, Vc and Vsw, as consequence of bw (beam width) and d (effective depth) definitions as well as the real effectiveness of circular stirrups. The proposed adequation is based on extensive bibliographic review and practical experience with a great number of infrastructure elements, such as anchored retaining pile walls, where the use of circular reinforced concrete members is frequent.
Reference Key
teixeirarevistashear Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
Authors ;P. W. G. N. Teixeira;C. E. M. Maffei;M. C. Guazzelli
Journal psychotherapies
Year Year not found
DOI
10.1590/S1983-41952012000600004
URL
http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952012000600004&lng=en&tlng=en
Keywords
reinforced concrete shear

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