Modelling of dynamic failure of concrete using a viscoelastic viscoplastic damage continuum model

Computational Modelling of Concrete Structures - Proceedings of EURO-C 2006

Volumn , Issue , 2006, Pages 411-420

  Pedersen, R R ^a   Simone, A ^a   Sluys, L J ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

CONTINUUM MODEL; DAMAGE MODEL; DYNAMIC FAILURES; INTERMEDIATE LOADING RATES; MODEL PARAMETERS; NUMERICAL EXAMPLE; RATE EFFECTS; VISCOPLASTIC;

CONTINUUM MECHANICS;

DYNAMIC ANALYSIS;

EID: 84857001304     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Crisfield, M. A. (1996). Non-Linear Finite Element Analysis of Solids and Structures. Chichester, England: John Wiley & Sons Ltd.
2. Ju, J. W. (1989). On energy-based coupled elastoplastic damage theories: constitutive modeling and computational aspects. International Journal of Solids and Structures 25(7), 803-833. (Pubitemid 20613819)
3. Sercombe, J., F.-J. Ulm, and H.-A. Mang. (2000). Consistent return mapping algorithm for chemoplastic constitutive laws with internal couplings. International Journal for Numerical Methods in Engineering 47, 75-100. (Pubitemid 30527712)
4. Sercombe, J., F.-J. Ulm, and F. Toutlemonde. (1998). Viscous hardening plasticity for concrete in high-rate dynamics. Journal of Engineering Mechanics 124, 1050-1057. (Pubitemid 28540227)
5. Simone, A. and L. J. Sluys (2004). The use of displacement discontinuities in a rate-dependent medium. Computer Methods in Applied Mechanics and Engineering 193, 3015-3033. (Pubitemid 38653549)
6. Vegt, I., J. Weerheijm, R. Pedersen, and L. Sluys. Modelling of impact behaviour of concrete - an experimental approach. In G. Meschke, R. Borst, H. A. Mang, and N. Bićanić (Eds.), Computational Modelling of Concrete Structures - Euro-C 2006.