Nonlinear models of reinforced and post-tensioned concrete beams

Electronic Journal of Structural Engineering

Volumn 1, Issue , 2001, Pages 111-119

  Fanning, P ^a  

^a UNIVERSITY COLLEGE DUBLIN   (Ireland)

Author keywords

Concrete; Finite element modelling; Post tensioning

Indexed keywords

EID: 21244445937     PISSN: 14439255     EISSN: 14439255     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

1. ANSYS, ANSYS Manual Set, 1998, ANSYS Inc., Southpoint, 275 Technology Drive, Canonsburg, PA 15317, USA.
2. William, K.J. and Warnke, E.D. "Constitutive Model for the Triaxial Behaviour of Concrete", Proceedings of the International Association for Bridge and Structural Engineering, 1975, 19, p. 174, ISMES, Bergamo, Italy
3. BS 1881, Testing Concrete, Part 117, 'Method for the Determination of Tensile Splitting Strength', 1983, British Standards Institution, London.
4. BS 1881, Testing Concrete, Part 121, 'Method for the Determination of Compressive Strength of Concrete Cores', 1983, British Standards Institution, London.
5. BS 1881, Testing Concrete, Part 121, 'Method for the Determination of Static Modulus of Elasticity in Compression', 1983, British Standards Institution, London.
6. Fanning, P. and Znidaric, A., Solid Modelling of Post-Tensioned Bridge Beams using Finite Elements, to be published at fib 99 Symposium: Structural Concrete - The Bridge Between People, 1999, Prague, 12-15 October, Czech Concrete and Masonry Society.
7. O'Brien, E.J. and Dixon, A.S., Reinforced and Prestressed Concrete Design: The Complete Process, 1995, 1st Edition, Longman Scientific and Technical (UK).
8. Hughes, B.P., Limit State Theory for Reinforced Concrete Design, 1976, 2nd Edition, Pitman Publishing Ltd (London).
9. BS 8110, Structural use of Concrete, Part 1, 1985, British Standards Institution, London.