Research Article
Apr 1979
Shear Transfer Model for Reinforced Concrete
Publication: Journal of the Engineering Mechanics Division
Volume 105, Issue 2
Abstract
A functional model is constructed for the shear stiffness of cracks in reinforced concrete under monotonic and cyclic loading. The model is in satisfactory qualitative agreement with the available experimental results and it incorporates more parameters than those, the effects of which have been studied by testing. Therefore it provides guidance for future experimental investigations in studying the effect of significant parameters. Supplemented by test results and by the help of a statistical analysis the functional model is turned into a simple predictive monotonic model that can be used both for refined finite element analysis and for establishing a basis for improved design methods for reinforced concrete.
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Published In
Journal of the Engineering Mechanics Division
Volume 105 • Issue 2 • April 1979
Pages: 255 - 275
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Apr 1979
Published online: Feb 3, 2021
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Authors
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Michael N. Fardis, AM.ASCE
Asst. Prof. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
Oral Buyukozturk, M.ASCE
Assoc. Prof. of Civ. Engrg., Massachusetts Inst. of Tech., Cambridge, Mass.
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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.