COver Spalling in HSC Columns Loaded in Concentric Compression

Journal of Structural Engineering

Volumn 124, Issue 12, 1998, Pages 1431-1437

  Foster, Stephen J ^a   Liu, Jing ^a   Sheikh, Shamim A ^b  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

^b UNIVERSITY OF TORONTO   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

CONCENTRIC COMPRESSION; COVER SPALLING;

COLUMNS (STRUCTURAL); COMPRESSION TESTING; CONCRETE REINFORCEMENTS; ELASTIC MODULI; FINITE ELEMENT METHOD; INTERFACES (MATERIALS); MATHEMATICAL MODELS; SPALLING; STRAIN; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; TENSILE STRENGTH;

REINFORCED CONCRETE;

EID: 0032305998     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:12(1431)     Document Type: Article

References (25)

1. ACI-ASCE Committee 441. (1997). "High strength concrete columns: State of the art." ACI Struct. J., 94(3), 323-335.
2. Bažant, Z. P., and Prat, P. C. (1988a). "Microplane model for brittle-plastic material. I: Theory." J. Engrg. Mech., ASCE, 114(10), 1672-1688.
3. Bažant, Z. P., and Prat, P. C. (1988a). "Microplane model for brittle-plastic material. II: Verification." J. Engrg. Mech., ASCE, 114(10), 1689-1702.
4. Bažant, Z. P., Xiang, Y., and Prat, P. C. (1996). "Microplane model for concrete. II: Data delocalization and verification." J. Engrg. Mech., ASCE, 122(3), 255-262.
5. Carol, I., Prat, P. C., and Bažant, Z. P. (1992). "New explicit microplane model for concrete: Theoretical aspects and numerical implementation." Int. J. Solids and Struct., 29(9), 1173-1191.
6. Collins, M. P., Mitchell, D., and MacGregor, J. G. (1993). "Structural design considerations for high-strength concrete." Concrete Int. (May), 27-34.
7. Cusson, D., and Paultre, P. (1994). "High strength concrete columns confined by rectangular ties." J. Struct. Engrg., ASCE, 120(3), 783-804.
8. Cusson, D., and Paultre, P. (1995). "Stress-strain model for confined high-strength concrete." J. Struct. Engrg., ASCE, 121(3), 468-477.
9. Foster, S. J., and Attard, M. M. (1997a). "Ductility and strength in HSC columns." 1st Engrg. Found. Conf. on High Strength Concrete (in press).
10. Foster, S. J., and Attard, M. M. (1997b). "Experimental tests on eccentrically loaded high strength concrete columns." ACI Struct. J., 94(3), 2295-2303.
11. "High strength concrete - State of the art report." (1990). Federation Internationale de la Précontrainte, London.
12. Liu, J., and Foster, S. J. (1998a). "A finite model to study the behavior of confined concrete columns." J. Struct. Engrg., ASCE, 124(9), 1011-1017.
13. Liu, J., and Foster, S. J. (1998b). "Microplane model for the finite element analysis of reinforced concrete tied columns." UNICIV Rep. R368, School of Civ. and Envir. Engrg., The Univ. of New South Wales, Sydney, Australia.
14. Mander, J. B., Priestley, M. J. N., and Park, R. (1988). "Theoretical stress-strain model for confined concrete." J. Struct. Engrg., ASCE, 114(8), 1804-1825.
15. Menetrey, P., and William, K. J. (1995). "Triaxial failure criterion for concrete and its generalization." ACI Struct. J., 92(3), 311-318.
16. Paultre, P., Khayat, K. H., Langlois, Y., Trundel, A., and Cusson, D. (1996). "Structural performance of some special concretes." 4th Int. Symp. on Utilization of High-Strength/High-Perf. Concrete, Presses de l'École Nationale des Ponts et Chaussées, Paris, 787-796.
17. Polat, M. B. (1992). "Behaviour of normal and high strength concrete under axial compression," Master of Applied Science thesis, Dept. of Civ. Engrg., Univ. of Toronto, Canada.
18. Razvi, S. R., and Saatcioglu, M. (1996). "Tests of high strength concrete columns under concentric loading." Rep. OCEERC 96-03, Dept. of Civ. Engrg., Univ. of Ottawa, Canada.
19. Richart, F. E., Brandtzaeg, A., and Brown, R. L. (1929). "The failure of plain and spirally reinforced concrete in compression." Bull. 190, Univ. of Illinois, Engrg. Experimental Station, Champaign, Ill.
20. Saatcioglu, M., and Razvi, S. R. (1992). "Strength and ductility of confined concrete." J Struct. Engrg., ASCE, 118(6), 1590-1607.
21. Sheikh, S. A., and Uzumeri, S. M. (1980). "Strength and ductility of tied concrete columns." J. Struct. Engrg., ASCE, 106(5), 1079-1102.
22. Sheikh, S. A., and Uzumeri, S. M. (1982). "Analytical model for concrete confinement in tied columns." J. Struct. Engrg., ASCE, 108(12), 2703-2722.
23. Sundaraj, P., and Sheikh, S. A. (1992). "High strength concrete columns under eccentric loads." Res. Rep., Dept. of Civ. Engrg., Univ. of Toronto, Canada.
24. Toklucu, M. T., and Sheikh, S. A. (1992). "Behaviour of reinforced concrete columns with circular spirals and hoops." Res. Rep., Dept. of Civ. Engrg., Univ. of Toronto, Canada.
25. van Mier, J. G. M. (1997). Fracture processes of concrete: Assessment of material parameters for fracture models. CRC Press, Inc., Boca Raton, Fla.