Stress-Strain Behavior of Steel Fiber-Reinforced Concrete in Compression
Publication: Journal of Materials in Civil Engineering
Volume 20, Issue 3
Abstract
Good structural design demands high quality experimental data and reliable modeling of the mechanical properties of the constituent materials. Although several theoretical models and much experimental data on the behavior of fiber-reinforced concrete in compression are available in published literature, there are considerable reservations on the general applicability of these models for design. This paper presents the results of tests in compression of steel fiber-reinforced concrete carried out according to standard procedures, and a critical evaluation of the models proposed to define the stress-strain behavior in compression. The tests reported were carried out on cylindrical specimens of plain and steel fiber-reinforced concrete with fiber volume of 1, 1.6, and 3%. To evaluate the reliability of the models available in literature, a critical comparative study was carried out between the experimental data and the various proposed theoretical stress-strain relationships. It is shown that while many of the models showed good agreement with test results from which the model equations were derived, there was no such good agreement when the models were applied to other published test data.
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References
Barros, J. A. O., and Figueiras, J. A. (1999). “Flexural behavior of SFRC: Testing and modeling.” J. Mater. Civ. Eng., 11(4), 331–339.
Bencardino, F., Rizzuti, L., and Spadea, G. (2007). “Experimental tests v/s theoretical modeling for FRC in compression.” Proc., 6th Int. Conf. on Fracture Mechanics of Concrete and Concrete Structures—FraMCoS-6, Catania, Italy, Vol. 3, 1473–1480.
Campione, G., Cucchiara, C., La Mendola, L., and Papia, M. (2005). “Steel-concrete bond in lightweight fiber reinforced concrete under monotonic and cyclic actions.” Eng. Struct., 27, 881–890.
Campione, G., and La Mendola, L. (2004). “Behavior in compression of lightweight fiber reinforced concrete confined with transverse steel reinforcement.” Cem. Concr. Compos., 26, 645–656.
Campione, G., and Mindess, S. (2003). “Effect of specimen size on the compressive response of high strength concrete containing fibers and spiral steel reinforcement.” ACI Special Publication, 216, 19–32.
Carreira, D. J., and Chu, K. M. (1985). “Stress-strain relationship for plain concrete in compression.” ACI J., 82(6), 797–804.
CEB-FIP. (1993). “Model code 1990.” Bulletin d’information Nos. 213/214, Comite Euro-International du Beton, Thomas Telford, London.
CNR. (2006). “Istruzioni per la progettazione, l’esecuzione ed il controllo di strutture di calcestruzzo fibrorinforzato.” CNR-DT 204, Rome (in Italian).
Dwarakanath, H. V., and Nagaraj, T. S. (1991). “Comparative study of predictions of flexural strength of steel fiber concrete.” ACI Struct. J., 88(6), 714–720.
Ezeldin, A. S., and Balaguru, P. N. (1992). “Normal- and high-strength fiber reinforced concrete under compression.” J. Mater. Civ. Eng., 4(4), 415–429.
Fanella, D. A., and Naaman, A. E. (1985). “Stress-strain properties of fiber reinforced mortar in compression.” ACI J., 82(4), 475–483.
Hognestad, E. (1951). “A study of combined bending and axial load in reinforced concrete members.” Engineering experimental station bulletin No. 399, Univ. of Illinois.
Jo, B. W., Shon, Y. H., and Kim, Y. J. (2001). “The evaluation of elastic modulus for steel fiber reinforced concrete.” Russian J. Nondestructive Testing, 37(2), 152–161.
Mander, J. B., Priestley, M. J. N., and Park, R. (1988a). “Observed stress-strain behavior of confined concrete.” J. Struct. Eng., 114(8), 1827–1849.
Mander, J. B., Priestley, M. J. N., and Park, R. (1988b). “Theoretical stress-strain model for confined concrete.” J. Struct. Eng., 114(8), 1804–1826.
Mansur, M. A., Chin, M. S., and Wee, T. H. (1999). “Stress-strain relationship of high-strength fiber concrete in compression.” J. Mater. Civ. Eng., 11(1), 21–29.
Mebarkia, S., and Vipulanandan, C. (1992). “Compressive behavior of glass-fiber-reinforced polymer concrete.” J. Mater. Civ. Eng., 4(1), 91–105.
Nataraja, M. C., Dhang, N., and Gupta, A. P. (1999). “Stress strain curve for steel-fiber reinforced concrete under compression.” Cem. Concr. Compos., 21, 383–390.
RILEM TC 162-TDF. (2003). “Test and design method for steel fibre reinforced concrete— design method.” Mater. Struct., 36, 560–567.
Sargin, M. (1971). “Stress-strain relationship for concrete and the analysis of structural concrete sections.” Study No. 4, Solid Mechanics Division, Univ. of Waterloo Press, Waterloo, Ontario, Canada.
Soroushian, P., and Lee, C. D. (1989). “Constitutive modeling of steel fiber reinforced concrete under direct tension and compression.” Fibre reinforced cements and concretes, recent developments, R. N. Swamy and B. Barr, eds., 363–375.
Taerwe, L. R. (1992). “Influence of steel fiber on strain-softening of chigh-strength concrete.” ACI Mater. J., 88(6), 54–60.
UNI EN 12390-3. (2003). “Testing hardened concrete—Compressive strength of test specimens.”
Vandewalle, L. (2007). “Postcracking behaviour of hybrid steel fiber reinforced concrete.” Proc., 6th Int. Conf. on Fracture Mechanics of Concrete and Concrete Structures—FraMCoS-6, Catania, Italy, Vol. 3, 1367–1375.
Wafa, F. F., and Ashour, S. A. (1992). “Mechanical properties of high-strength fiber reinforced concrete.” ACI Mater. J., 89(5), 449–455.
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© 2008 ASCE.
History
Received: Mar 23, 2007
Accepted: Jun 25, 2007
Published online: Mar 1, 2008
Published in print: Mar 2008
Notes
Note. Associate Editor: Nemkumar Banthia
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