Model for Cyclic Compressive Behavior of Concrete
Publication: Journal of Structural Engineering
Volume 113, Issue 2
Abstract
A new one‐dimensional model for random cyclic compression in concrete is developed. The model determines several geometrical loci in the uniaxial stress‐strain plane that govern the unloading‐reloading curves. The model laws for reproducing the unloading and reloading curves are presented, by which the curves may be plotted graphically with no accompanying calculations. Comparisons of the model predictions with many test results show good agreement.
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References
1.
Aoyama, H., and Noguchi, H. (1979). “Mechanical properties of concrete under load cycles idealising seismic actions,” State of the Art Report, AICAP‐CEB Symposium on Structural Concrete Under Seismic Actions, Rome, Italy.
2.
Bažant, Z. P. (1983). “Comment on orthotropic models for concrete and geomaterials,” J. Engrg. Mech. Div., ASCE, 109(3), 849–865.
3.
Bažant, Z. P., and Kim, S. S. (1979). “Plastic fracturing theory for concrete,” J. Engrg. Mech. Div., ASCE, 105(3), 407–428.
4.
Bažant, Z. P., and Shieh, C. L. (1978). “Endochronic model for nonlinear triaxial behavior of concrete,” Nucl. Eng. Des., 47, 305–315.
5.
Bažant, Z. P., and Tsubaki, T. (1980). “Total strain theory and path dependence of concrete,” J. Engrg. Mech. Div., ASCE, 106(6), 1151–1173.
6.
Chen, E.‐S., and Buyukozturk, O. (1985). Constitutive model for concrete in cyclic compression.J. Struct. Engrg., ASCE, 111(6), 797–814.
7.
Chen, W. F. (1981). Plasticity in reinforced concrete, McGraw‐Hill, Inc., New York, N.Y.
8.
Darwin, D., and Pecknold, D. A. (1977). “Nonlinear biaxial stress‐strain law for concrete,” J. Engrg. Mech. Div., ASCE, 103(2), 229–241.
9.
Karsan, I. K., and Jirsa, J. O. (1969). “Behavior of concrete under compressive loadings,” J. Struct. Div., ASCE, 95(12), 2543–2563.
10.
Okamoto, S., Shiomi, S., and Yamabe, K. (1976). “Earthquake resistance of prestressed concrete structures,” Proceedings, Annual convention, AIJ, 1251–1252.
11.
Popovics, S. (1970). “A review of stress‐strain relationships for concrete,” J. Am. Concr. Inst., 67(3), 243–248.
12.
Sinha, B. P., Gerstle, K. H., and Tulin, L. G. (1964). “Stress‐strain relations for concrete under cyclic loadings,” J. Am. Concr. Inst., 61(2), 195–211.
13.
Smith, G. M., and Young, L. E. (1955). “Ultimate theory in flexure by exponential function,” J. Am. Concr. Inst., 52(3), 349–359.
14.
Spooner, D. C., and Dougill, J. W. (1975). “A qualitative assessment of damage sustained in concrete during compressive loading,” Mag. Concr. Res., 27(9), 151–160.
15.
Tanigawa, Y., and Uchida, Y. (1979). “Hysteretic characteristics of concrete in the domain of high compressive strain,” Proceedings, Annual convention, AIJ, 449–450.
16.
Wang, P. T., Shah, S. P., and Naaman, A. E. (1979). “Stress‐strain curves for normal and lightweight concrete in compression.” J. Am. Concr. Inst., 75(11), 603–611.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 113 • Issue 2 • February 1987
Pages: 228 - 240
Copyright
Copyright © 1987 ASCE.
History
Published online: Feb 1, 1987
Published in print: Feb 1987
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