Follow
Christian La Borderie
Title
Cited by
Cited by
Year
Phénomènes unilatéraux dans un matériau endommageable: Modélisation et application à l'analyse de structures en béton.
C La Borderie
Paris 6, 1991
3061991
Coupled diffusion-damage modelling and the implications on failure due to strain localisation
B Gerard, G Pijaudier-Cabot, C Laborderie
International Journal of Solids and Structures 35 (31-32), 4107-4120, 1998
2161998
Rate dependent damage model for concrete in dynamics
JF Dubé, G Pijaudier-Cabot, CL Borderie
Journal of Engineering Mechanics 122 (10), 939-947, 1996
2021996
Isotropic and anisotropic descriptions of damage in concrete structures
S Fichant, C La Borderie, G Pijaudier‐Cabot
Mechanics of Cohesive‐frictional Materials: An International Journal on …, 1999
1971999
Damage model for concrete like materials coupling cracking and friction, contribution towards structural damping: first uniaxial application
F Ragueneau, C La Borderie, J Mazars
Mechanics of Cohesive Frictional Materials 5, 607-625, 2000
1452000
A practical method to estimate crack openings in concrete structures
M Matallah, C La Borderie, O Maurel
International Journal for Numerical and Analytical Methods in Geomechanics …, 2010
1442010
Experimental study on an alternative oil stimulation technique for tight gas reservoirs based on dynamic shock waves generated by pulsed arc electrohydraulic discharges
W Chen, O Maurel, T Reess, AS De Ferron, C La Borderie, ...
Journal of Petroleum Science and Engineering 88, 67-74, 2012
1142012
Electrohydraulic shock wave generation as a means to increase intrinsic permeability of mortar
O Maurel, T Reess, M Matallah, A De Ferron, W Chen, C La Borderie, ...
Cement and Concrete Research 40 (12), 1631-1638, 2010
992010
Continuum damage modelling: approximation of crack induced anisotropy
S Fichant, G Pijaudier-Cabot, C La Borderie
Mechanics Research Communications 24 (2), 109-114, 1997
901997
Inelasticity–damage-based model for numerical modeling of concrete cracking
M Matallah, C La Borderie
Engineering fracture mechanics 76 (8), 1087-1108, 2009
892009
Experimental analysis of concrete spalling due to fire exposure
JC Mindeguia, P Pimienta, H Carré, CL Borderie
European journal of environmental and civil engineering 17 (6), 453-466, 2013
742013
Parametrical study of transient thermal strain of ordinary and high performance concrete
JC Mindeguia, I Hager, P Pimienta, H Carré, C La Borderie
Cement and Concrete Research 48, 40-52, 2013
692013
Experimental discussion on the mechanisms behind the fire spalling of concrete
JC Mindeguia, H Carré, P Pimienta, C La Borderie
Fire and Materials 39 (7), 619-635, 2015
672015
Response of plain and reinforced concrete structures under cyclic loadings
C La Borderie, J Mazars, G Pijaudier-Cabot
Special Publication 134, 147-172, 1992
661992
Response of plain and reinforced concrete structures under cyclic loadings
C La Borderie, J Mazars, G Pijaudier-Cabot
ACI Special Publication 134, 147--172, 1992
661992
Modeling of the quasibrittle fracture of concrete at meso-scale: Effect of classes of aggregates on global and local behavior
A Gangnant, J Saliba, C La Borderie, S Morel
Cement and Concrete Research 89, 35-44, 2016
552016
On the influence of aggregate nature on concrete behaviour at high temperature
JC Mindeguia, P Pimienta, H Carré, C La Borderie
European Journal of Environmental and Civil Engineering 16 (2), 236-253, 2012
522012
A mesoscopic model for a better understanding of the transition from diffuse damage to localized damage
D Nguyen, C Lawrence, C La Borderie, M Matallah, G Nahas
European Journal of Environmental and Civil Engineering 14 (6-7), 751-776, 2010
512010
2D mesoscopic modelling of bar–concrete bond
A Daoud, O Maurel, C Laborderie
Engineering Structures 49, 696-706, 2013
502013
Crack closure effect in continuum damage mechanics: numerical implementation
C La Borderie, Y Berthaud, G Pijaudier-Cabot
Proc. 2nd Int. Conf. on’Computer aided analysis and design of concrete …, 1990
481990
The system can't perform the operation now. Try again later.
Articles 1–20