Computational modeling of concrete flow: General overview

Cement and Concrete Research

Volumn 37, Issue 9, 2007, Pages 1298-1307

  Roussel, Nicolas ^a   Geiker, Mette R ^b   Dufour, Frédéric ^c   Thrane, Lars N ^d   Szabo, Peter ^b  

^a Lab Central des Ponts et Chaussees   (France)

^b TECHNICAL UNIVERSITY OF DENMARK   (Denmark)

^c INSTITUT DE RECHERCHE EN GÉNIE CIVIL ET MÉCANIQUE GEM   (France)

^d DANISH TECHNOLOGICAL INSTITUTE   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; FLUID DYNAMICS; MATHEMATICAL MODELS; SUSPENSIONS (FLUIDS);

CEMENTITIOUS MATERIALS; CONCRETE FLOW;

CONCRETES;

EID: 34548022581     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconres.2007.06.007     Document Type: Article

References (29)

1. Coussot P. Rheometry of Pastes, Suspensions and granular Materials (2005), John Wiley & Sons, New York
2. Mori H., and Tanigawa Y. Simulation methods for fluidity of fresh Concrete. Memoirs of the School of Engineering, Nagoya University 44 (1992) 71-133
3. Kurokawa Y., Tanigawa Y., Mori H., and Nishinosono Y. Analytical study on effect of volume fraction of coarse aggregate on Bingham's constants of fresh concrete. Transactions of the Japan Concrete Institute 18 (1996) 37-44
4. Thrane L.N., Szabo P., Geiker M., Glavind M., and Stang H. Simulation of the test method "L-Box" for self-compacting concrete. Annual Trans. of the Nordic Rheology Society vol. 12 (2004), Reykjavik, Iceland 47-54
5. Thrane L.N., Szabo P., Geiker M., Glavind M., and Stang H. Simulation and verification of flow in SCC test methods. Proc. of the 4th Int. RILEM Symp. on SCC (2005), Hanley Wood, Chicago
6. J.E. Wallevik, Rheology of particle suspensions; fresh concrete, mortar and cement paste with various types of lignosulphonates. Ph.D. Thesis, Department of Structural Engineering, Norwegian University of Science and Technology 2003.
7. Roussel N. Correlation between yield stress and slump: comparison between numerical simulations and concrete rheometers results. RILEM Materials and Structures 39 4 (2006) 501-509
8. Roussel N., and Coussot P. "Fifty-cent rheometer" for yield stress measurements : from slump to spreading flow. Journal of Rheology 49 (2005) 705-718 (N°3)
9. ASTM Designation C-143-90, Standard test method for slump of hydraulic cement concrete. Annual Book of ASTM Standards, 04.01 (1996), Am. Soc. Test. Mat., Easton, MD 85-87
10. Kitaoji H., Tanigawa Y., Mori H., Kurokawa Y., and Urano S. Flow simulation of fresh concrete cast into wall structure by viscoplastic divided space element method. Transactions of the Japan Concrete Institute 16 (1996) 45-52
11. Roussel N., Staquet S., D'Aloia Schwarzentruber L., Le Roy R., and Toutlemonde F. Toutlemonde, SCC casting prediction for the realization of prototype VHPC-precambered composite beams. Materials and Structures 40 9 (2007)
12. Roussel N. Steady and transient flow behaviour of fresh cement pastes. Cement and Concrete Research 35 9 (2005) 1656-1664
13. Roussel N. A thixotropy model for fresh fluid concretes: theory, validation and applications. Cement and Concrete Research 36 10 (2006) 1797-1806
14. Ovarlez G., and Roussel N. A physical model for the prediction of lateral stress exerted by self-compacting concrete on formwork. RILEM Materials and Structures 39 2 (2006) 269-279
15. Coussot P., and Roussel N. Quantification de la thixotropie des matériaux cimentaires et de ses effets. Revue Européenne de Génie Civil 10 1 (2006) 45-63 (in French)
16. Kishino Y. Powders and Grains. Proceedings of the fourth interntional conference on micromechnics of granular media, Sendaï, Japan, 21-25 May 2001 (2001), A.A. Balkema Publishers
17. Chu H., Machida A., and Suzuki N. Experimental investigation and DEM simulation of filling capacity of fresh concrete. Transactions of the Japan Concrete Institute 16 (1996) 9-14
18. Noor M.A., and Uomoto T. Three-dimensional discrete element simulation of rheology tests of self-compacting concrete. Proc. of the 1rd Int. RILEM Symp. on SCC (1999), Stockholm, Sweden 35-46
19. Petersson Ö., and Hakami H. Simulation of SCC - laboratory experiments and numerical modeling of slump flow and L-box tests. Proc. of the 2nd Int. RILEM Symp. on SCC (2001), Coms Engineering Corporation, Tokyo 79-88
20. Petersson Ö. Simulation of self-compacting concrete - laboratory experiments and numerical modeling of testing methods, J-ring and L-box tests. Proc. of the 3rd Int. Symp. on SCC (August 2003), Reykjavik, Iceland 202-207
21. Martys N.S. Study of a dissipative particle dynamics based approach for modeling suspensions. Journal of Rheology 49 2 (2005) 401-424
22. Koelman J.M.V.A., and Hoogerbrugge P.J. Dynamic simulation of hard-sphere suspension under steady shear. Europhysics Letters 21 (1993) 363
23. Ferraris C.F., de Larrard F., and Martys N.S. Fresh concrete rheology: recent developments. Materials science of concrete VI. In: Mindess S., and Skalny J. (Eds). Proceedings. American Ceramic Society. December 2001 (2001), American Ceramic Society, Westerville, OH 215-241
24. Martys N., and Ferraris C.F. Simulation of SCC flow. Proc. 1st North American Conf. on the design and use of Self-Consolidating Concrete, Chicago, IL (2002) 27-30
25. Ferraris C.F., and Martys N. Relating fresh concrete viscosity measurement from different rheometers. Journal of Research of the National Institute of Standards and Technology 108 (May/June 2003) 229-234 No. 3
26. Kurokawa Y., Tanigawa Y., Mori H., and Komura R. A study on the slump test and slump-flow test of fresh concrete. Transactions of the Japan Concrete Institute 16 (1994)
27. Sulsky D., and Schreyer H. Antisymmetric form of the material point method with applications to upsetting and Taylor impact problem. Computer Methods in Applied Mechanics and Engineering 139 (1996) 409-429
28. Moresi L., Dufour F., and Mühlhaus H.B. A Lagrangian integration point finite element method for large deformation modeling of viscoelastic geomaterials. Journal of Comparative Physiology 184 (2003) 476-497 n°2
29. Dufour F., and Pijaudier-Cabot G. Numerical modeling of concrete flow: homogeneous approach. International Journal for Numerical and Analytical Methods in Geomechanics 29 (2005) 395-416 n°4