Research Article
May 1972
Shear Strength of Continuous Plates
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 98, Issue 5
Abstract
Results of punching shear test of 15 reinforced concrete specimens of a new type of test specimen that simulates continuous two-way construction are reported. Conclusions for these tests are that: (1) Circular columns permit development of higher shear strength than square columns of equal periphery; (2) increasing moment reinforcing results in slight shear strength increase; (3) none of the empirical strength equations extant are reliable; and (4) conventional footing type test specimens are adequate for parameter studies.
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Published In
Journal of the Structural Division
Volume 98 • Issue 5 • May 1972
Pages: 961 - 973
Copyright
© 1972 American Society of Civil Engineers.
History
Published in print: May 1972
Published online: Feb 1, 2021
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Authors
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M. Daniel Vanderbilt, M.ASCE
Assoc. Prof. of Civ. Engrg., Colorado State Univ., Ft. Collins, Colo.
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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.