Multi-scales modelling for the behaviour of damaged concrete

Cement and Concrete Research

Volumn 37, Issue 10, 2007, Pages 1453-1462

  Grondin, F ^a   Dumontet, H ^b   Ben Hamida, A ^b   Mounajed, G ^c   Boussa, H ^c  

^a ECOLE CENTRALE DE NANTES   (France)

^b SORBONNE UNIVERSITÉ   (France)

^c Centre Scientifique et Technique du Bâtiment   (France)

Author keywords

High temperature; High Performance Concrete (E); Micromechanics (C); Microstructure (B); Modeling (E)

Indexed keywords

COMPUTER SIMULATION; DAMAGE DETECTION; FINITE ELEMENT METHOD; FIRES; HIGH TEMPERATURE EFFECTS; MATHEMATICAL MODELS; MICROMECHANICS; MICROSTRUCTURE; STRAIN MEASUREMENT;

DAMAGE MECHANISMS; HIGH PERFORMANCE CONCRETES;

CONCRETES;

EID: 34548703364     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconres.2007.05.012     Document Type: Article

References (30)

1. J. Mazars, Application de la mécanique de l'endommagement au comportement non linéaire et à la rupture du béton de structure, Thèse de doctorat, Université Pierre et Marie Curie (1984).
2. Simo J., and Ju J. Strain and stress based continuum formulation. International Journal of Solids and Structures 23 7 (1987) 821-840
3. Bazant Z. Microplane model for strain controlled inelastic behaviour. Mechanics of Engineering Materials (1984) 45-59
4. Ozbolt J. Microplane Model for Quasibrittle Materials, Part I, Theory, Bericht 96-1a (1996), Institut fr Werkstoffe im Bauwesen, Universität Stuttgart, aF
5. H. Ung Quoc, Théories de dégradation du béton et développement d'un nouveau modèle d'endommagement en formulation incrémentale et tangente, Thèse de doctorat, Ecole Nationale des Ponts et Chausées (2003).
6. Ung Quoc H., and Mounajed G. A new F.E. tangent damage model MODEV for concrete structures. 11th International Conference on Fracture ICFXI (2005)
7. Bornert M., Bretheau T., and Gilormini P. Homogénéisation en mécanique des matériaux vol. 1 (2001), Hermès Sciences Publications, Paris Tome
8. Bentz D., Garboczi E., and Martys N. Application of digital-image-based models to microstructure, transport properties, and degradation of cement-based materials. In: Jennings H. (Ed). Modelling of Microstructure and Its Potential for Studying Transport Properties and Durability (1996), Kluwer Academic publisher 167-185
9. Stroeven P., and Stroeven M. Assessment of packing characteristics by computer simulation. Cement and Concrete Research 29 (1999) 1201-1206
10. Guidoum A., Navi P., and Huet C. 3d numerical analysis of long term behaviour on concrete-like composite material. Proceedings of Research and Development in the Field of Dams (1995), CIGB-ICOLD, Crans-Montana 289-298
11. Huet C. Coupled size and boundary-condition effects in viscoelastic heterogeneous and composite bodies. Mechanics of Materials 31 12 (1999) 787-829
12. Mounajed G. Conception et développement du modèle aléatoire béton numérique dans le code de calcul aux éléments finis symphonie. Research report cstb (2001), CSTB. http://mocad.cstb.fr http://mocad.cstb.fr
13. Mounajed G. Exploitation du nouveau modèle béton numérique dans symphonie: Concept, homogénéisation du comportement thermomécanique des BHP et simulation de l'endommagement thermique. Cahiers du CSTB 3421 (2002), CSTB
14. Mounajed G. SYMPHONIE, general multi-physics and multi-scales F.E. code, CSTB (1991). http://mocad.cstb.fr
15. F. Grondin, Modélisation multi-échelles du comportement thermo-hydro-mécanique matériaux hétérogènes-applications aux matériaux cimentaires sous sollicitations sévères, These de doctorat, Université Pierre et Marie Curie (2005).
16. I. Gaweska Hager, Comportement à haute température des bétons à haute performance-évolution des principales propriétés mécaniques, Thèse de doctorat, Ecole Nationale des Ponts et Chaussées (2004).
17. Ulm F.-J., Coussy O., and Bazant Z. The Chunnel fire: 1. Chemoplastic softening in rapidly heated concrete. Journal of Engineering Mechanics 125 3 (1999) 272-282
18. Gawin D., Pesavento F., and Schrefler B. Modelling of deformations of high strength concrete at elevated temperatures. Materials and Structures 37 268 (2004) 218-236
19. A. Menou, Etude du comportement thermomécanique des bétons à haute temperature: Approche multi-échelles de l'endommagement thermique, Thèse de doctorat, Université de Pau et des Pays de l'Adour (2004).
20. Nielsen C., Pearce C., and Bicanic N. Theoretical model of high temperature effects on uniaxial concrete member under elastic restraint. Magazine of Concrete Research 54 4 (2002) 239-249
21. Khoury G., Grainger B., and Sulivan G. Transient thermal strain of concrete: literature review, conditions with specimen and behaviour of individual constituents. Magazine of Concrete Research 132 (1985) 131-144
22. Bazant Z., and Kaplan M. Concrete at high temperatures: material properties and mathematical models. Concrete Design and Construction Series (1996), Longman Group Limited
23. Stabler J., and Baker G. On the form of free energy and specific heat in coupled thermo-elasticity with isotropic damage. International Journal of Solids and Structures 37 (2000) 4691-4713
24. Willam K., Rheee I., and Shing B. Interface damage model for thermomechanical degradation of heterogeneous materials. Computer Methods in Applied Mechanics and Engineering 193 (2004) 3327-3350
25. Pimienta P. Evolution des caractéristiques des bhp soumis à des températures élevées, résistances en compression et modules d'élasticité. Final report bhp 2000 (1999), CSTB
26. Dreux G., and Festa J. Nouveau guide du béton (1995), Eyrolles
27. Tourenq C., Durville J.-L., and Massieu E. Les propriétés des roches: guide pratique. Mémento, Mines et Carrières vol. 3 (1997), LCPC
28. Holst F. Mechanical properties of high strength concrete at high temperatures. Interim Report M7:2, HPC Structures (1994), Lund Institute of Technology
29. Khoury G. Strain components of nuclear-reactor-type concretes during first heat cycle. Nuclear Engineering and Design 156 (1995) 313-321
30. Nechnech W., Meftah F., and Reynouard J. An elasto-plastic damage model for plain concrete subjected to high temperatures. Engineering Structures 24 (2002) 597-611