Large-Scale Experimental Investigation of Deformable RC Box Sections
Publication: Journal of Structural Engineering
Volume 125, Issue 3
Abstract
This paper presents the results of an experimental investigation of deformable reinforced concrete box sections under eccentric loads. A total of eight large-scale tests were carried out to provide experimental evidence for the ultimate load-carrying capacity and failure mechanisms in deformable thin-walled box sections. The main parameters investigated in this program were the ratio of transverse bending to in-plane capacity of the walls in the box section, as well as the degree of load eccentricity. The experimental investigation has shown that plastic corner hinge lines will form, and that the length over which these extend at failure will vary with the ratio of transverse bending to in-plane capacities, and the degree of eccentricity. It was found experimentally that the spread of plasticity in a deformable box section increases logarithmically as the ratio of bending to in-plane capacity decreases. Finally, the experiments have shown that the space truss theory for combined bending and torsion, which does not take distortion into account, will lead to unsafe capacities, and therefore a modification to the space truss theory is suggested.
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References
1.
Danesi, R. F., and Edwards, A. D. ( 1982). “Bending, torsion and distortion of prestressed concrete box beams of deformable cross-section: a comparison of experimental and theoretical results.” Proc. Instn. Civ. Engrs., London, Part 1, 73(Dec.), 789–810.
2.
Danesi, R. F., and Edwards, A. D. ( 1983). “The behaviour up to failure of prestressed concrete box beams of deformable cross-section subjected to eccentric load.” Proc. Instn. Civ. Engrs., London, Part 2, 75, 49–75.
3.
Kermani, B., and Waldron, P. ( 1993). “Analysis of continuous box girder bridges including the effects of distortion.” Comp. and Struct., 47(3), 427–440.
4.
Lampert, P., and Thurlimann, B. ( 1971). “Ultimate strength and design of reinforced concrete beams in torsion and bending.” Publ. 31-I, International Association for Bridge and Structural Engineering, Zurich, 107–131.
5.
Mansel, B. I., and Roll, F. ( 1974). “Methods of analysis and design of concrete box beams with side cantilevers.” Tech. Rep. 42.494, Cement and Concrete Association, London.
6.
Mitchell, D., and Collins, M. P. ( 1978). “Influence of prestressing on torsional response of concrete beams.” PCI J., May-June, 54–73.
7.
Rasmussen, L. J. ( 1996). “Plastic behaviour of deformable reinforced concrete box sections under eccentric load,” PhD thesis, Dept. of Civ. Engrg., University of Queensland, Australia, 264.
8.
Spence, R. J. S., and Morley, C. T. ( 1975). “The strength of single-cell concrete box girders of deformable cross-section.” Proc. Instn. Civ. Engrs., London, Part 2, 59(Dec.), 143–761.
9.
Swann, R. A. ( 1972). “A feature survey of concrete box spine-beam bridges.” Tech. Rep. 42.469, Cement and Concrete Association, London.
10.
Trikha, D. N., and Edwards, A. D. ( 1972). “Analysis of concrete box girders before and after cracking.” Proc. Instn. Civ. Engrs., London, Part 2, 59(Dec.), 743–761.
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Received: Apr 25, 1997
Published online: Mar 1, 1999
Published in print: Mar 1999
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