Influence of steel fibers on design stress-strain curve for high-strength concrete

Journal of Engineering Mechanics

Volumn 122, Issue 8, 1996, Pages 695-704

  Taerwe, L ^a   Van Gysel, A ^a  

^a GHENT UNIVERSITY   (Belgium)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 1242339343     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1996)122:8(695)     Document Type: Article

References (9)

1. Carreira, D. J., and Chu, K. (1985). "Stress-strain relationship for plain concrete in compression." ACI J., 82(6), 797-804.
2. Comité Euro-International du Béton (CEB). (1993). "CEB-FIP Model Code 1990." Bull. d'information No. 213/214, Lausanne, Switzerland, 33-42.
3. Comité Euro-International du Béton (CEB). (1995). "High performance concrete, recommended extensions to the Model Code 90 - research needs." CEB Bull. d'Information No. 228, Lausanne, Switzerland, 1-33.
4. Ezeldin, A. S., and Balaguru, P. N. (1992). "Normal- and high-strength fiber-reinforced concrete under compression." J. Mat. in Civ. Engrg., ASCE, 4(4), 415-429.
5. Fafitis, A., and Shah, S. P. (1985). "Lateral reinforcement for high-strength concrete columns." High-strength concrete ACI SP-87, H. G. Rusell, ed., Am. Concrete Inst. (ACI), Detroit, Mich., 213-232.
6. Hsu, L. S., and Hsu, C. T. (1994). "Stress-strain behavior of steel-fibre high-strength concrete under compression." ACI Struct. J., 91(4), 448-457.
7. Sargin, M., and Handa, V. (1969). "A general formulation for the stress-strain properties of concrete." Rep. No. 3 - Solid Mech. Div., Univ. of Waterloo, Waterloo, Ont., Canada, 1-27.
8. Taerwe, L. (1992). "Influence of steel fibres on strain-softening of high-strength concrete." ACI Mat. J., 89(1), 54-60.
9. Taerwe, L. (1993). "Empirical analysis of the fracture process in high strength concrete loaded in uniaxial compression." Fracture and damage of concrete and rock (FDRC-2), H. P. Rossmanith, ed., E & FN Spon, London, England, 122-134.