Model for Reinforced Concrete Members under Torsion, Bending, and Shear. II: Model Application and Validation
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Volume 135, Issue 9
Abstract
A model was recently proposed for predicting the load-deformation response of a reinforced concrete member under torsion combined with bending and shear to spalling or ultimate. This paper shows the application of the model to create interaction surfaces to predict the failure of a member subjected to different ratios of applied torsion, bending, and shear. The model was validated by comparing the predicted and experimental behavior of 28 members from three experimental studies available in the literature. The members were loaded under torsion combined with different ratios of bending, and shear. The torque-twist behavior, reinforcement stress, and concrete surface strain predicted by the model were in close agreement with the experiments. This paper also describes how the model can be applied to create interaction surfaces. The interaction curves predicted by the model were validated by comparing the predicted and experimental capacities of 17 specimens available in the literature.
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References
American Concrete Institute. (2008). “Building code requirements for structural concrete (ACI-318-08) and commentary.” ACI-318-08, Detroit.
Collins, M. P. (1972). “Torque-twist characteristics of reinforced concrete beams.” Inelasticity and non-linearity in structural concrete: SM study No. 8, University of Waterloo Press, Waterloo, Ont., Canada, 221–231.
Elfgren, L., Karlsson, I., and Losberg, A. (1974). “Torsion-bending-shear interaction for concrete beams.” J. Struct. Div., 100(8), 1657–1676.
Greene, G. G. (2006). “Behavior of reinforced concrete girders under cyclic torsion and torsion combined with shear: Experimental investigation and analytical models.” Ph.D. dissertation, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Missouri, Rolla, Mo.
Greene, G. G., and Belarbi, A. (2009). “Model for RC members under torsion, bending, and shear. I: Theory.” J. Eng. Mech., 135(9), 961–969
Hsu, T. T. C., and Mo, Y. L. (1985). “Softening of concrete in torsional members—Theory and tests.” ACI J., 82(3), 290–303.
Lampert, P., and Collins, M. (1972). “Torsion, bending and confusion—An attempt to establish the facts.” ACI J., 69(8), 500–504.
Lampert, P., and Thürlimann, B. (1968). “Torsion tests of reinforced concrete beams.” Rep. No. 6506-2, Intitut für Baustatik, ETH, Zurich, Switzerland.
Lampert, P., and Thürlimann, B. (1969). “Torsion-bending tests of reinforced concrete beams.” Rep. No. 6506-3, Intitut für Baustatik, ETH, Zurich, Switzerland.
McMullen, A. E., and Warwaruk, J. M. (1970). “Concrete beams in bending, torsion and shear.” J. Struct. Div., 96(5), 885–903.
Mitchell, D., and Collins, M. P. (1974). “Diagonal compression field theory—A rational model for structural concrete in pure torsion.” ACI J., 71(8), 396–408.
Rabbat, B., and Collins, M. P. (1978). “Variable angle space truss model for structural concrete members subjected to complex loading.” Proc., Douglas McHenry Symp. on Concrete and Concrete Structures (SP-55), American Concrete Institute, Detroit, 547–587.
Rahal, K. N., and Collins, M. P. (1995a). “Effect of the thickness of concrete cover on the shear-torsion interaction—An experimental investigation.” ACI Struct. J., 92(3), 334–342.
Rahal, K. N., and Collins, M. P. (1995b). “Analysis of sections subjected to combined shear and torsion—A theoretical model.” ACI Struct. J., 92(4), 459–469.
Rahal, N. R. (1993). “The behavior of reinforced concrete beams subjected to combined shear and torsion.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Toronto, Toronto.
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© 2009 ASCE.
History
Received: Jun 22, 2007
Accepted: Mar 26, 2009
Published online: Aug 14, 2009
Published in print: Sep 2009
Notes
Note. Associate Editor: George Z. Voyiadjis
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