Research Article
Oct 1968
Mechanisms of Shear Resistance of Concrete Beams
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VIEW THE REPLYAuthors: R. C. Fenwick and Thomas PaulayAuthor Affiliations
Publication: Journal of the Structural Division
Volume 94, Issue 10
Abstract
The nature of shear resistance of reinforced concrete beams is examined, and it is shown that shear may be resisted in two different ways, namely by beam and arch actions. At the diagonal cracking load of the shear span, beam action breaks down. Unless the beam contains pre stressed reinforcement arch action cannot develop to an appreciable extent prior to the diagonal cracking. It is shown that the strength of beam action depends largely on the mechanism of shear transfer across the crack by interlocking of the aggregate particles, and to a lesser extent by dowel action of the reinforcement. Direct tests on aggregate interlock action show that this shear transfer increases with concrete strength, and a reduction in crack width. From tests the dowel capacity of bottom bars is found to be considerably greater than that of top bars. Beam tests illustrate the contradictions of these different mechanisms.
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Published In
Journal of the Structural Division
Volume 94 • Issue 10 • October 1968
Pages: 2325 - 2350
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Oct 1968
Published online: Feb 1, 2021
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R. C. Fenwick
Engr., Structures Dept. of Mott Hay and Anderson, Consult. Engrs., England
Thomas Paulay
Snr. Lecturer in Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand
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