Continuum damage modelling for concrete structures in dynamic situations

Author(s):  
J. Mazars ◽  
F. Ragueneau ◽  
G. Pijaudier-Cabot
2002 ◽  
Vol 6 (6) ◽  
pp. 991-1017 ◽  
Author(s):  
Gilles Pijaudier-Cabot ◽  
Ludovic Jason

Author(s):  
Gilles Pijaudier-Cabot ◽  
Ludovic Jason ◽  
Antonio Huerta ◽  
Jean-François Dubé

2020 ◽  
pp. 108128652095451 ◽  
Author(s):  
E Barchiesi ◽  
H Yang ◽  
CA Tran ◽  
L Placidi ◽  
WH Müller

Strain gradient continuum damage modelling has been applied to quasistatic brittle fracture within an approach based on a maximum energy-release rate principle. The model was implemented numerically, making use of the FEniCS open-source library. The considered model introduces non-locality by taking into account the strain gradient in the deformation energy. This allows for stable computations of crack propagation in differently notched samples. The model can take wedges into account, so that fracture onset can occur at wedges. Owing to the absence of a damage gradient term in the dissipated energy, the normal part of the damage gradient is not constrained on boundaries. Thus, non-orthogonal and non-parallel intersections between cracks and boundaries can be observed.


1997 ◽  
Vol 24 (2) ◽  
pp. 109-114 ◽  
Author(s):  
Stéphanie Fichant ◽  
Gilles Pijaudier-Cabot ◽  
Christian La Borderie

2008 ◽  
Vol 5 (4) ◽  
pp. 417-434 ◽  
Author(s):  
F. Ragueneau ◽  
R. Desmorat ◽  
F. Gatuingt

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