TECHNICAL NOTES
Nov 1, 1993

Reinforced Concrete Columns under Cyclic Axial Compressive Forces

Publication: Journal of Structural Engineering
Volume 119, Issue 11

Abstract

The stress‐strain diagram of a short concrete specimen under compressive uniaxial load cycles is enveloped by a curve that matches the stress‐strain curve obtained under constantly increasing strain. At least eight published studies have shown that this envelope curve is unique with respect to a variety of excitation histories in the range of strain rates generally met in seismic conditions. In the present work we have attempted to extend the envelope curve concept to columns in plain or reinforced concrete, with reference to compressive stresses again. The tests performed have allowed us to ascertain that this curve is unique and coincides with the monotonic curve.

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References

1.
Aoyama, H., and Noguchi, H. (1979). “Mechanical properties of concrete under load cycles idealizing seismic actions.” State of the Art Rep.; Bulletin d'Information No. 131, CEB, Paris, France.
2.
Carreira, D. J., and Chu, K. H. (1985). “Stress‐strain relationship for plain concrete in compression.” ACI J., (Nov.–Dec.), 797–804.
3.
“Response of R.C. critical regions under large amplitude reversed actions.” (1983). Bulletin d'Information No. 161, CEB.
4.
Cervenka, V. (1979). “Behaviour of concrete under low cycle repeated loadings.” Bulletin d'Information No. 132, CEB.
5.
Desayi, P., Iyengar, K. T., and Sanjeeva Reddy, T. (1979). “Stress‐strain characteristics of concrete confined in steel spirals under repeated loading.” Materiaux et Constructions, 12(71), 375–383.
6.
Fafidis, A., and Shah, S. P. (1985). “Predictions of ultimate behaviour of confined columns subjected to large deformations.” ACI J., (82–85), 423–433.
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Karsan, I. D., and Jirsa, J. O. (1969). “Behaviour of concrete under compressive loadings.” J. Struct. Div., ASCE, 95(12), 2543–2563.
8.
Scott, B. D., Park, R., and Priestley, M. J. N. (1982). “Stress‐strain behaviour of concrete confined by overlapping hoops at low and high strain rates.” ACI J., (Jan.–Feb.), 13–27.
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Sinha, B. P., Gerstle, K. H., and Tulin, L. G. (1964). “Stress‐strain relationship for concrete under cyclic loading.” ACI J., 61(2), 195–211.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 119Issue 11November 1993
Pages: 3426 - 3433

History

Received: Nov 17, 1988
Published online: Nov 1, 1993
Published in print: Nov 1993

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Authors

Affiliations

Alberto Castellani
Prof., Dipartimento di Ingegeneria Strutturale, Politecnico di Milan, Piazza Leonardo da Vinci, 32, Milano 20133, Italy
Francesco Scirocco
Prof., Dipartimento di Ingegeneria Strutturale, Politecnico di Milan, Piazza Leonardo da Vinci, 32, Milano 20133, Italy
Giacomo Boffi
Prof., Dipartimento di Ingegeneria Strutturale, Politecnico di Milan, Piazza Leonardo da Vinci, 32, Milano 20133, Italy

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