Smeared crack analysis for plain concrete in torsion

Journal of Structural Engineering

Volumn 126, Issue 6, 2000, Pages 638-645

  Karayannis, Chris G ^a  

^a DEMOCRITUS UNIVERSITY OF THRACE   (Greece)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0347074675     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:6(638)     Document Type: Article

References (19)

1. American Concrete Institute (ACI). (1989). "Building code requirements for reinforced concrete." ACI 318-89, Revised 1992, Detroit.
2. Anderson, P. (1935). "Experiments with concrete in torsion." Trans. ASCE, 100, 949-983.
3. Bazant, Z. P., and Oh, B. H. (1983). "Crack band theory for fracture of concrete." Matériaux et Constructions, 16(93), 155-177.
4. Comité Euro-International du Béton (CEB). (1996). RC elements under cyclic loading. State of the art report, Thomas Telford, London.
5. Comité Euro-International du Béton-Fédération International de la Précontrainte (CEB-FIP). (1993). Model code 90 for concrete structures. Thomas Telford, London.
6. Cowan, H. J. (1965). Reinforced and prestressed concrete in torsion, Edward Arnold, London.
7. Dahlblom, O., and Ottosen, N. S. (1990). "Smeared crack analysis using generalized fictitious crack model." J. Engrg. Mech., ASCE, 116(1), 55-76.
8. Gopalaratnam, V. S., and Shah, S. P. (1985). "Softening response of plain concrete in direct tension." J. ACI, 82(27), 310-323.
9. Hillerborg, A., Modéer, M., and Peterson, P.-E. (1976). "Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements." Cement and Concrete Res., 6(6), 773-782.
10. Hsu, T. T. C. (1968). "Torsion of structural concrete - Plain concrete rectangular sections." Torsion of structural concrete, SP-18, American Concrete Institute, Detroit, 203-238.
11. Hsu, T. T. C. (1984). Torsion of reinforced concrete. Van Nostrand Reinhold, New York.
12. Karayannis, C. G. (1995). "Torsional analysis of flanged concrete elements with tension softening." Comp. and Struct., 54(1), 97-110.
13. Karayannis, C. G., and Chalioris, C. E. (2000). "Experimental validation of smeared analysis for plain concrete in torsion." J. Struct. Engrg., ASCE, 126(6), 646-653.
14. Kupfer, H. B., and Gerstle, K. H. (1973). "Behavior of concrete under biaxial stresses." J. Engrg. Mech. Div., ASCE, 99(4), 853-866.
15. Ngo, D., and Scordelis, E. (1967). "Finite element analysis of reinforced concrete beams." J. ACI, 64(3), 152-163.
16. Ottosen, N. S., and Dahlblom, O. (1986). "Smeared crack analysis using a nonlinear fracture model for concrete." Numerical methods for non-linear problems, 3, C. Taylor et al., eds., Pineridge, Swansea, U.K., 363-376.
17. Petersson, P.-E. (1980). "Fracture energy of concrete: Method of determination." Cement and Concrete Res., 10, 78-89.
18. Rashid, Y. R. (1968). "Analysis of prestressed concrete pressure vessels." J. Mech. Engrg. and Des., 7(4), 334-344.
19. Reinhardt, H. W., Cornelissen, H. A. W., and Hordijk, D. A. (1986). "Tensile tests and failure analysis of concrete." J. Struct. Engrg., ASCE, 112(11), 2462-2477.