TECHNICAL NOTES
Aug 1, 1987

Lower‐Bound Collapse Load of Square Footing

Publication: Journal of Structural Engineering
Volume 113, Issue 8

Abstract

Based on a radial moment field and the square yield criterion, a lower-bound collapse load is developed for a square footing subjected to a generalized contact pressure distribution. The current lower-bound collapse load compares well with the available upper-bound solutions.

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References

1.
Gesund, H., “Flexural Limit Analysis of Concentrically Loaded Column Footings,” Journal of American Concrete Institute, Vol. 80, No. 3, Mar., 1983, pp. 223–228.
2.
Hua Jiang, D., “Flexural Strength of Square Spread Footing,” Journal of Structural Engineering, ASCE, Vol. 109, No. 8, Aug., 1983, pp. 1812–1819.
3.
Jain, S. C., Singh, K. K., and Maity, P. K., “Rational Design of Square Footings,” Indian Geotechnical Journal, Vol. 8, No. 4, Oct., 1978, pp. 222–234.
4.
Meyerhof, G. G., and Subba Rao, K. S., “Collapse Load of Reinforced Concrete Footings,” Journal of the Structural Division, ASCE, Vol. 100, No. 5, May, 1974, pp. 1001–1018.
5.
Nathan, S. S., and Ranganatham, B. V., “Flexural Strength of Modified Square Footings,” Journal of the Structural Division, ASCE, Vol. 104, No. 3, Mar., 1978, pp. 551–565.
6.
Ranganathan, B. V., and Subba Rao, K. S., “Limit Analysis of Foundations for Overhead Tanks,” Proc., Southeast Asian Regional Conference on Soil Engineering, Bangkok, Thailand, 1967, pp. 321–331.
7.
Timoshenko, S., and Woinowsky‐Krieger, S., Theory of Plates and Shells, 2nd ed., McGraw‐Hill, New York, N.Y., 1959.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 113Issue 8August 1987
Pages: 1875 - 1879

History

Published online: Aug 1, 1987
Published in print: Aug 1987

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Authors

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Kanakapura S. Subba Rao
Prof., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore 560 012, India
Shashikant Singh
Res. Assoc., Dept. of Civ. Engrg., Indian Inst. of Sci., Bangalore 560 012, India

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