Material modelling for transient dynamic analysis of reinforced concrete structures

International Journal for Numerical Methods in Engineering

Volumn 39, Issue 12, 1996, Pages 2111-2129

  Farag, H M ^a   Leach, P ^a  

^a UNIVERSITY OF SALFORD   (United Kingdom)

Author keywords

Dynamic analysis; Material modelling; Reinforced concrete; Strain rate effect

Indexed keywords

DYNAMIC RESPONSE; FAILURE ANALYSIS; FINITE ELEMENT METHOD; REINFORCED CONCRETE; STEEL; STIFFNESS; STRAIN RATE; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL LOADS; SURFACES; YIELD STRESS;

CRUSHING STRENGTH; MATERIAL MODELING; STATIC LOADS; TRANSIENT DYNAMIC ANALYSIS;

MATHEMATICAL MODELS;

EID: 0030165595     PISSN: 00295981     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1097-0207(19960630)39:12<2111::AID-NME946>3.0.CO;2-3     Document Type: Article

References (9)

1. N. Bicanic and O. C. Zienkiewicz, 'Constitutive model for concrete under dynamic loading', Earthquake Eng. Struct. Dyn., 11, 689-710 (1983).
2. G. Q. Liu, 'Nonlinear and transient finite element analysis of general reinforced plates and shells', Ph.D. Thesis, c/ph/84//85, Department of Civil Engineering, University College of Swansea, 1985.
3. M. Cervera, E. Hinton and O. Hassan, 'Nonlinear analysis of reinforced concrete plate and shell structures using 20-noded isoparametric brick elements', Comput. Struct., 25, 845-879 (1987).
4. F. B. A. Beshara, 'Nonlinear finite elements analysis of reinforced concrete structures subjected to blast loading', Ph.D. Thesis, City University, London, 1991.
5. H. Kupfer, H. K. Hilsdorf and H. Rusch, 'Behaviour of concrete under biaxial stress', ACI J., 656-666 (1969).
6. V. S. Bhattachar and F. E. Weisgerber, 'Dynamic analysis using a linearized failure surface', Comput. Struct., 37, 95-102 (1990).
7. F. B. Lin, Z. P. Bazant, J. C. Chern and A. H. Marchertas, 'Concrete model with normality and sequential identification', Comput. Struct., 26, 1011-1025 (1989).
8. M. S. A. Abbasi, M. H. Baluch, A. K. Acad and H. H. Abdel-Rahman, 'Sensitivity study of criteria government collapse of centeterally loaded R/C Slabs', Eng. Comp., 10, 175-187 (1993).
9. Z. P. Bazant, 'Crack band model for fracture of geomechanics', in Z. Eisenstiein (ed.), Proc. 4th Int. Conf. on Numer. Methods in Geomechanics, Vol. 3, 1982, pp. 1137-1152.