Shear Strength of Continuous Plates

by M. Daniel Vanderbilt, Assoc. Prof. of Civ. Engrg.; Colorado State Univ., Ft. Collins, CO,


Serial Information: Journal of the Structural Division, 1972, Vol. 98, Issue 5, Pg. 961-973


Document Type: Journal Paper

Discussion: Gesund Hans (See full record)
Discussion: Zaidi S. Tauquir Haider (See full record)

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.

Subject Headings: Shear strength | Punching shear | Shear tests | Structural strength | Reinforced concrete | Columns | Concrete construction | Permits

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