Research Article
Jun 1980
Shear Stiffness of Concrete by Finite Elements
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 106, Issue 6
Abstract
A mathematical model for the shear transfer across cracks in reinforced concrete is reviewed and used as a guide to identify the main parameters involved in the shear transfer phenomenon. The mathematical model is used as the basis for the statistical analysis of the available experimental data. This statistical analysis provides a simple expression for the prediction of the shear slip along a penetrating crack caused by the transfer of the shear force in the presence of a known normal force and of an initial crack width. This expression is utilized within the context of nonlinear finite element analysis to modify the shear rigidity terms of the constitutive law of concrete upon cracking, on an integration point basis. Verification analyses conducted demonstrate the capability of the proposed finite element model to reproduce experimental results. The proposed approach is applicable to loading conditions that do not cause failure by shear.
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Published In
Journal of the Structural Division
Volume 106 • Issue 6 • June 1980
Pages: 1311 - 1327
Copyright
© 1980 American Society of Civil Engineers.
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Published in print: Jun 1980
Published online: Feb 1, 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.