Creep-Damage Coupled Effects: Experimental Investigation on Bending Beams with Various Sizes

Author:

Omar Mirvat1234,Loukili Ahmed1234,Pijaudier-Cabot Gilles1234,Le Pape Yann1234

Affiliation:

1. Institut de Recherche en Génie Civil et Mécanique GeM—UMR CNRS 6183, Ecole Centrale de Nantes, BP 92101, F-44321 Nantes cedex 3, France.

2. Professor, Institut de Recherche en Génie Civil et Mécanique GeM—UMR CNRS 6183, Ecole Centrale de Nantes, BP 92101, F-44321 Nantes cedex 3, France.

3. Professor, Laboratoire des fluides complexes (UMR 5150), ISA BTP, 64600 Anglet, France.

4. Research Engineer, Electricité de France, EDF R&D, Les renardières, Moret sur Loing, France.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Interface crack propagation in porous and time-dependent materials analyzed with discrete models

2. Baxevanis T. Dufour F. Pijaudier-Cabot G. and Desiassyifaianty R. (2006). “Bifurcation and size effect in a visco-elastic non local damageable material.” Proc. EURO-C N. Bicanic eds. Balkema Rotterdam The Netherlands 283–290.

3. Bazant Z. P. and Jirasek M. (1992). “R-curve modeling of rate effect in static fracture and its interference with size effect.” Fracture mechanics of concrete structures Proc. Int. Conf. Fracture Mechanics of Concrete Structures Elsevier Applied Science London 918–923.

4. Bazant Z. P. and Planas J. (1998). “Fracture and size effect in concrete and other quasibrittle materials.” CRC Boca Raton Fla.

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