EDITORIAL
Dec 1, 1998

OPINION Procedures for Calculating the Shear Response of Reinforced Concrete Elements: A Discussion

Publication: Journal of Structural Engineering
Volume 124, Issue 12

Abstract

This paper demonstrates that the two so-called “conceptual errors” which are claimed to exist in the modified compression field theory are actually conceptual errors about the modified compression field theory.

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References

1.
Belarbi, A., and Hsu, T. T. C.(1995). “Constitutive laws of softened concrete in biaxial tension-compression.”ACI Struct. J., 92(5), 562–573.
2.
Bhide, S. B., and Collins, M. P. (1987). “Reinforced concrete elements in shear and tension.”Publication 87-02, Dept. of Civ. Engrg., University of Toronto, Toronto, Canada.
3.
Bhide, S. B., and Collins, M. P.(1989). “Influence of axial tension on the shear capacity of reinforced concrete members.”ACI Struct. J., 86(5), 570–581.
4.
Collins, M. P.(1978). “Towards a rational theory for RC members in shear.”J. Struct. Div., ASCE, 104(4), 649–666.
5.
Hsu, T. T. C.(1996). “Toward a unified nomenclature for reinforced concrete theory.”J. Struct. Engrg., ASCE, 122(3), 275–283.
6.
Hsu, T. T. C.(1998). “Stresses and crack angles in concrete membrane elements.”J. Struct. Engrg., ASCE, 124(12), 1476–1484.
7.
Hsu, T. T. C., and Zhang, L. X.(1997). “Nonlinear analysis of membrane elements by fixed-angle softened-truss model.”ACI Struct. J., 94(5), 483–492.
8.
Pang, X. B., and Hsu, T. T. C.(1996). “Fixed-angle softened-truss model for reinforced concrete.”ACI Struct. J., 93(2), 197–207.
9.
Vecchio, F. J., and Collins, M. P. (1981). “Stress-strain characteristics of reinforced concrete in pure shear.”Rep. of the Working Commi., Vol. 34, International Association for Bridge and Structural Engineering, Zurich, 211–225.
10.
Vecchio, F. J., and Collins, M. P. (1982). “The response of reinforced concrete to in-plane shear and normal stresses.”Publication 82-03, Dept. of Civ. Engrg., University of Toronto, Toronto, Canada.
11.
Vecchio, F. J., and Collins, M. P.(1986). “The modified compression field theory for reinforced concrete elements subjected to shear.”ACI J., 83(2), 219–231.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 124Issue 12December 1998
Pages: 1485 - 1488

History

Published online: Dec 1, 1998
Published in print: Dec 1998

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Michael P. Collins
Bahen-Tanenbaum Prof. of Civ. Engrg., Univ. of Toronto, Toronto, Canada M5S 1A4.

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