Neutral axis depth versus flexural ductility in high-strength concrete beams

Journal of Structural Engineering

Volumn 130, Issue 3, 2004, Pages 452-459

  Bernardo, L F A ^a   Lopes, S M R ^b  

^a UNIVERSITY OF BEIRA INTERIOR   (Portugal)

^b UNIVERSITY OF COIMBRA   (Portugal)

Author keywords

Beams structural; Codes; Concrete structures; Concrete, reinforced; Ductility; High strength concrete

Indexed keywords

BENDING (DEFORMATION); CODES (STANDARDS); COMPRESSION TESTING; COMPRESSIVE STRENGTH; CONCRETE CONSTRUCTION; DUCTILITY; EXTRAPOLATION; HINGES; LOADS (FORCES); PLASTIC DEFORMATION; REINFORCED CONCRETE; SEISMIC PROSPECTING; STEEL;

BEAMS, STRUCTURAL; CONCRETE, REINFORCED; HIGH STRENGTH CONCRETE; TENSILE REINFORCEMENT;

CONCRETE BEAMS AND GIRDERS;

EID: 13944268231     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:3(452)     Document Type: Article

References (13)

1. American Concrete Institute (ACI). (1989). "Building code requirements for reinforced concrete." ACI 318-89 and "Commentary. " ACI 318R-89, Detroit.
2. Ahmad, S. H., and Barker, R. (1991). "Flexural behavior of reinforced high-strength lightweight concrete beams." ACI Struct. J., 88(1), 69-77.
3. Hansen, E. A., and Tomaszewicz, A. (1990). "Effect of confinement on the ductility of structural members with high-strength concrete." SINTEF Rep. No. STF65 F90071, Trondheim, 184-191.
4. Lambotte, H., and Taerwe, L. R. (1990). "Deflection and cracking of high-strength concrete beams and slabs." SP 121-7, Proc. High-Strength Concrete, 2nd Int. Symp., Berkeley, Calif., W. T. Hester, ed., ACI, Farmington Hills, Mich., 108-128.
5. Leslie, K. E., Rajagopalan, K. S., and Everard, N. J. (1976). "Flexural behavior of high-strength concrete beams." ACI J., 73(9), 517-521.
6. Naaman, A. E., Harajli, M. H., and Wight, J. K. (1986). "Analysis of ductility in partially prestressed concrete flexural members." PCI J., 31(3), 64-87.
7. Pastor, J. A., Nilson, A. H., and Slate, F. O. (1984). "Behavior of high-strength concrete beams." Research Rep. No. 84-3, Dept. of Structural Eng., Cornell Univ., Ithaca, N.Y.
8. Shah, S. P., and Ahmad, S. H. (1994). High performance concretes and applications, Arnold, London.
9. Shehata, I. A. E. M., and Shehata, L. C. D. (1996). "Ductility of high-strength concrete beams in flexure." Proc., 4th Int. Symp. on Utilization of High-Strength/High-Performance Concrete, Paris, 945-953.
10. Shin, S.-W. (1986). "Flexural behavior including ductility of ultra-high-strength concrete members." PhD thesis, Univ. of Illinois at Chicago, Chicago.
11. Shin, S.-W., Ghosh, S. K., and Moreno, J. (1989). "Flexural ductility of ultra-high-strength concrete members." ACI J., Proc., 86(4), 394-400.
12. Shin, S.-W., Kamara, M., and Ghosh, S. K. (1990). "Flexural ductility, strength prediction, and hysteretic behavior of ultra-high-strength concrete members." SP 121-13, Proc., High-Strength Concrete, 2nd Int. Symp., Berkeley, Calif., W. T. Hester, ed., ACI, Farmington Hills, Mich.
13. 2." ACI J., 77(3), 171-178.