Abstract
Many civil engineering applications are confronted with problems caused by friction (wear, head losses, etc.). A tribometer for fluid material was therefore developed. The principle consists in pressing fresh concrete samples against a moving metal surface and measuring the tangential force. The validation of this new instrumentation is presented. Results obtained on two concretes show that the friction does not follow Coulomb's Law. The main parameters (pressure, velocity) involved during formwork filling are taken into account.
Issue Section:
Research Papers
References
1.
Barrioulet
, M.
and Legrand
, C.
, 1990
, “Diphasic Semi-Empiric Model for the Rheological Behavior of Vibrated Fresh Concrete
,” Proceedings, International Conference on Rheology of Fresh Cement and Concrete
, Liverpool
, pp. 343
–351
.2.
Beaumel
, C.
, 1998
, “Extrusion des Pâates d'Argiles
,” PhD Thesis, Institut National Polytechnique de Grenoble
, France.3.
Bleschik
, N.
, 1977
, “Mechanicals Properties and Rheology of Concrete
,” Minsk
.4.
DeLarrard
, F.
and Ferraris
, C. F.
, 1998
, “Rhéologie du Béton frais Remanié. III: Essai au côone d'Abrams Modifié
,” Bulletin des Laboratoires des Ponts et Chaussées
, No. 186
, pp. 53
–61
.5.
Djelal
, C.
, 1991
, “Analyse du Phéenomène de Frottement des Mélanges Eau-Argile Concentrés contre des Surfaces Méetalliques
,” PhD Thesis, INSA
, Rennes, France.6.
Djelal
, C.
, 2001
, “Designing and Perfecting a Tribometer for the Study of Friction of a Concentrated Clay-Water Mixture against a Metallic Surface
,” Materials and Structures
1359-5997, No. 3
, pp. 51
–58
.7.
Fujiwara
, H.
and Nagataki
, S.
, 1999
, “Study on Self-Compactibility of High-Fluidity Concrete
,” Proceedings of the First International RILEM Symposium PRO
, pp. 163
–174
.8.
Hassan
, A. H.
, 1992
, “Etude Expéerimentale et Numérique du Comportement Local et Global d'une Interface sol Granulaire-Structure
,#x201D; PhD thesis, Université Joseph Fourier Grenoble I
, France.9.
Hu
, C.
, 1995
, “Rhéeologie des Bétons Fluides
,” PhD Thesis, Ecole Nationale des Ponts et Chaussées
, France.10.
Kendall
, K.
, 1986
, “Inadequacy of Coulomb's Friction Law for Particle Assemblies
,” Nature
0028-0836, No. 319
, pp. 203
–205
.11.
Khati
, S.
, 1996
, “Comportement des Matéeriaux Granulaires: étude Micro-Macro du Frottement et de la Dilatance
,” PhD Thesis, Université des Sciences et Technologies de Lille
, France.12.
Mathia
, T.
and Louis
, F.
, 1984
, “Powder Mechanics in Tribology
,” Powder Technology
0032-5910, No. 37
, pp. 155
–167
.13.
Tanigawa
, Y.
, Mori
, H.
, Tsutsui
, K.
, and Kurokawa
, Y.
, 1987
, “Constitutive Law and Yield Condition of Fresh Concrete
,” Transactions of the Japan Concrete Institute
0911-8985, No. 9
, pp. 47
–54
.14.
Tanigawa
, Y.
, Mori
, N.
, and Noda
, Y.
, 1991
, “Theoretical Study on Pumping of Fresh Concrete
,” Transactions of the Japan Concrete Institute
0911-8985, No. 13
.15.
Vanhove
, Y.
and Djelal
, C.
, 06
2002
, “Formwork Pressures with Self-Compacting Concrete
,” Concrete Magazine
, Vol. 36
, No. 6
, pp. 22
–23
.16.
Vié
, D.
, Durot
, M.
, and Poineau
, D.
, 1997
, “Poussée du B'eton Fluidifiée
,” Annales du Bâtiment et des Travaux Publics
, No. 3
, pp. 19
–29
.17.
Watanabe
, K.
, Teranishi
, K.
, Mori
, H.
, and Tanigawa
, Y.
, 1994
, “Study on Adhesion and Slipping Characteristics
,” Transactions of the Japan Concrete Institute
0911-8985, No. 16
, pp. 33
–40
.
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