TECHNICAL PAPERS
Jul 1, 1983

Cyclic Loading of Spirally Reinforced Concrete

Publication: Journal of Structural Engineering
Volume 109, Issue 7

Abstract

The concept of the envelope curve which was based primarily on plain concrete is extended to confined concrete subjected to cyclic loading. Spirally confined normal weight and light weight concrete specimens were subjected to stress and strain cycling loadings at low as well as high strain rates. Analytical expressions were developed to predict the envelope curve as well as the peak strength and the corresponding strain. All analytical expressions are functions of plain concrete strength (fc) and the confinement index (fr) which is a measure of the effective confinement.

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References

1.
Ahmad, S. H., and Shah, S. P., “Stress‐Strain Curves of Concrete Confined by Spiral Reinforcement,” Journal, American Concrete Institute, Vol. 79, No. 6, Dec., 1982, pp. 484–490.
2.
Bertero, V. V., “Inelastic Behavior of Structural Elements of Structures,” Proceedings, Workshop on High Strength Concrete, S. P. Shah, ed., Univ. of Illinois, Chicago Circle, Dec. 2–4, 1979, pp. 96–167.
3.
Bertero, V. V., and Popov, E. P., “Seismic Behavior of Ductile Moment Resisting Reinforced Concrete Frames,” Publication SP053, American Concrete Institute, Detroit, Mich., pp. 247–291.
4.
Darwin, D., and Pecknold, D. A., “Analysis of Reinforced Concrete Shear Panels Under Cyclic Loading,” Journal of the Structural Division, ASCE, Vol. 102, No. ST2, Feb., 1976, pp. 355–369.
5.
Derecho, A. T., and Fintel, M., “Earthquake‐Resistant Structures,” Handbook of Concrete Engineering, M. Fintel, ed., VanNostrand Reinhold Co., New York, N.Y., 1974.
6.
Desayi, P., Iyengar, K. T. S. R., and Reddy, T. S., “Equation for Stress‐Strain Curves of Concrete Confined in Circular Steel Spiral,” Matériaux et Constructions, Vol. 11, No. 65, 1978, pp. 339–345.
7.
Desayi, P., Iyengar, K. T. S. R., and Reddy, T. S., “Stress‐Strain Characteristics of Concrete Confined in Steel Spirals Under Repeated Loading,” Matériaux et Constructions, Vol. 12, No. 71, 1979, pp. 375–383.
8.
Karson, I. D., and Jirsa, T. P., “Behavior of Concrete Under Compressive Loading,” Journal of Structural Division, ASCE, Vol. 9, No. ST12, Dec., 1969, pp. 2543–2563.
9.
Kent, D. C., and Park, R., “Flexural Members with Confined Conctete,” Journal of the Structural Division, ASCE, Vol. 97, No. ST7, Proc Paper 8243, July, 1971, pp. 1969–1990.
10.
Maher, A., and Darwin, D., “Mortar Constituent of Concrete in Compression,” Journal of the American Concrete Institute, Mar.–Apr., 1982, pp. 100–109.
11.
Park, R., Kent, D. C., and Sampson, R. A., “Reinforced Concrete Members with Cyclic Loading,” Journal of the Structural Division, ASCE, Vol. 98, No. ST7, July, 1972, pp. 1341–1359.
12.
Park, R., and Paulay, R., “Reinforced Concrete Structures,” John Wiley and Sons, Inc., New York, N.Y., 1975.
13.
Popovics, S., “A Numerical Approach to the Complete Stress‐Strain Curve of Concrete,” Cement and Concrete Research, Vol. 3, 1973, pp. 583–599.
14.
Pristley, M. J. N., Park, R., and Potangaroa, R. T., “Ductility of Spirally‐Confined Concrete Columns,” Journal of the Structural Division, ASCE, Vol. 107, No. ST1, Jan., 1981, pp. 181–202.
15.
Sargin, M., “Stress‐Strain Relationships for Concrete and the Analysis of Structural Concrete Sections,” Solid Mechanics Division, University of Waterloo, Waterloo, Ontario, Canada, 1971.
16.
Scott, B. D., Park, R., and Priestley, M. J. N., “Stress‐Strain Behavior of Concrete Confined by Overlapping Hoops at Low and High Strain Rates,” American Concrete Institute Journal, Vol. 79, No. 1, Jan., 1982, pp. 13–27.
17.
Sinha, B. P., Gerstle, K. H., and Tulin, L. G., “Stress‐Strain Relations for Concrete Under Cyclic Loading,” Journal of the American Concrete Institute, Feb., 1967, pp. 195–211.
18.
Somes, N. F., “Compression Tests on Hoop‐Reinforced Concrete,” Journal of the Structural Division, ASCE, Vol. 96, No. ST7, July, 1970, pp. 1495–1509.
19.
Taylor, M. A., “Constitutive Relations for Concrete Under Seismic Conditions,” Workshop on Earthquake‐Resistant Reinforced Concrete Building Construction (ERCBC),” Proceedings, Vol. 11, University of California, Berkeley, Calif., 1977, pp. 569–593.
20.
Vallenas, J., Bertero, V. V., and Popov, E. P., “Concrete Confined by Rectangular Hoops and Subjected to Axial Loads,” Report No. UCB/EERC‐77, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley, Calif., Aug. 13, 1977.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 109Issue 7July 1983
Pages: 1695 - 1710

History

Published online: Jul 1, 1983
Published in print: Jul 1983

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Authors

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Snrendra P. Shah, M. ASCE
Prof. of Civ. Engrg., Northwestern Univ., Evanston, Ill. 60201
Apostolos Fafitis
Research Asst., Dept. of Civ. Engrg., Northwestern Univ., Evanston, Ill. 60201
Richard Arnold
Engr., Wiss, Janney, Elstner and Assoc.

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