Disturbed stress field model for reinforced concrete: implementation

Journal of structural engineering New York, N.Y.

Volumn 127, Issue 1, 2001, Pages 12-20

  Vecchio, F J ^a  

^a UNIVERSITY OF TORONTO   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

ALGORITHMS; COMPUTATIONAL METHODS; CRACKS; FAILURE (MECHANICAL); FINITE ELEMENT METHOD; SHEAR STRENGTH; STIFFNESS; STRAIN; STRESSES;

COMPRESSION FIELD THEORY; DISTURBED STRESS FIELD MODEL; FULLY ROTATING CRACK MODEL; NONLINEAR FINITE ELEMENT METHOD;

REINFORCED CONCRETE;

EID: 0035151855     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:1(12)     Document Type: Article

References (12)

1. Kollegger, J., and Mehlhorn, G. (1990). "Experimentelle Untersuchungen zur Bestimmung der Druckfestigkeit des gerissenen Stahlbetons bei einer Querzugbeanspruchung." Rep. 413, Deutscher Ausschuss für Stahlbeton, Berlin (in German).
2. Kuzmanovic, S. (1998). "An investigation of the shear design of a reinforced concrete box structure." MASc thesis, University of Toronto, Toronto.
3. Lefas, I. D., Kotsovos, M. D., and Ambraseys, N. N. (1990). "Behaviour of reinforced concrete structural walls: Strength, deformation characteristics and failure mechanism." ACI Struct. J., 87(1), 23-31.
4. Okamura, H., and Maekawa, K. (1991). Nonlinear analysis and constitutive models of reinforced concrete, ISBN 7655-1506-0, University of Tokyo, Tokyo.
5. Shirai, S., and Noguchi, H. (1989). "Compressive deterioration of cracked concrete," Proc., ASCE Struct. Congress 1989: Design, analysis, and testing, ASCE, New York, 1-10.
6. Vecchio, F. J. (1990). "Reinforced concrete membrane element formulations." J. Struct. Engrg., ASCE, 116(3), 730-750.
7. Vecchio, F. J. (1992). "Finite element modeling of concrete expansion and confinement." J. Struct. Engrg., ASCE, 118(9), 2390-2406.
8. Vecchio, F. J. (1999). "Analysis of shear-critical reinforced concrete beams." ACI Struct. J., 97(1), 102-110.
9. Vecchio, F. J. (2000). "Disturbed stress field model for reinforced concrete: Formulation." J. Struct. Engrg., ASCE, 126(9), 1070-1077.
10. Vecchio, F. J., and Collins, M. P. (1982). "Response of reinforced concrete to in-plane shear and normal stresses." Rep. No. 82-03, Dept. of Civ. Engrg., University of Toronto, Toronto.
11. Vecchio, F. J., and Collins, M. P. (1986). "The modified compression field theory for reinforced concrete elements subjected to shear." ACI J., 83(2), 219-231.
12. Walraven, J. C. (1981). "Fundamental analysis of aggregate interlock." J. Struct. Div., ASCE, 107(11), 2245-2270.