Full Article - Open Access.

Idioma principal


Richard, B.; Lebon, G.; Ragueneau, F.;

Full Article:

This contribution aims at presenting constitutive equations for concrete-like materials modeling in the framework of cyclic or seismic 3D analysis. A continuum damage based approach is considered coupled to plasticity theory allows accounting for localized damage in tension, smeared one in compression, permanent strains, hysteretic effects and unilateral features for load reversal conditions.

Full Article:

Palavras-chave: Damage mechanics, plasticity theory, 3D analysis,


DOI: 10.5151/meceng-wccm2012-19285

Referências bibliográficas
  • [1] H. Matsuoka, Y. Yao, D. Sun, The cam clay models reveisited by the smp criterion, Soils and Fundations 39 (1999) 81-95.
  • [2] J. Mazars, Y. Berthaud, S. Ramtani, The unilateral behaviour of damaged concrete, Engineering Fracture Mechanics 35 (1990) 629-635.
  • [3] C. La Borderie, J. Mazars, G. Pijaudier-Cabot, Response of plain and reinforced concrete structures under cyclic loadings, ACI Special Publication 134 (1993) 147-147.
  • [4] B. Richard, F. Ragueneau, C. Cremona, L. Adelaide, Isotropic continuum damage mechanics for concrete under cyclic loading: Sti_ness recovery, inelastic strains and frictional sliding, Engineering Fracture Mechanics 77 (2010) 1203-1223.
  • [5] P. Armstrong, C. Frederick, A mathematical representation of the multiaxial bauschinger effect (cegb report rd/b/n/731), Berkeley Laboratories, RAndamp;D Department, CA (1966).
  • [6] M. Ortiz, J. Simo, An analysis of a new class of integration algorithms for elastoplastic constitutive relations, International Journal for Numerical Methods in Engineering 23 (1986) 353-36
  • [7] H. Kupfer, H. Hilsdorf, H. Rusch, Behavior of concrete under biaxial stresses, ACI Structural Journal 66 (1969).
  • [8] P. Verpeaux, T. Charras, A. Millard, Castem 2000: une approche moderne du calcul des structures, Calcul des structures et intelligence arti- _cielle (1988) 261-271.
  • [9] Z. Bazant, G. Pijaudier-Cabot, Measurement of characteristic length of nonlocal continuum, Journal of Engineering Mechanics 115 (1989) 755-767.
Como citar:

Richard, B.; Lebon, G.; Ragueneau, F.; "3D MODELLING OF CONCRETE FOR EARTHQUAKE ANALYSIS: DAMAGE MECHANICS AND PLASTICITY COUPLING", p. 3269-3277 . In: In Proceedings of the 10th World Congress on Computational Mechanics [= Blucher Mechanical Engineering Proceedings, v. 1, n. 1]. São Paulo: Blucher, 2014.
ISSN 2358-0828, DOI 10.5151/meceng-wccm2012-19285

últimos 30 dias | último ano | desde a publicação