TECHNICAL PAPERS
Apr 1, 1987

Concrete‐to‐Concrete Friction

Publication: Journal of Structural Engineering
Volume 113, Issue 4

Abstract

The mechanism of load transfer along unreinforced concrete interfaces by means of friction has been experimentally investigated for several surface roughnesses. The results of the parametric studies investigating the frictional behavior of interfaces under both monotonic and fully reversed large displacements are presented with comments. The proposed formalistic models based on the experimental results can be used for the prediction of the frictional resistance of reinforced concrete interfaces, according to a procedure described in the paper.

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References

1.
Bažant, Z. P., and Gambarova, P. G. (1980). “Rough cracks in reinforced concrete,” J. Struct. Div., ASCE, 106(4), 819–842.
2.
Daschner, F. (1980). “Schubkraftübertragung in Rissen von Normal‐ und Leichtbeton,” Preliminary report, Technical University of Munich, West Germany (in German).
3.
Fardis, M. N., and Buyukozturk, O. (1979). “Shear transfer model for reinforced concrete,” J. Eng. Mech. Div., ASCE, 105(4), 255–275.
4.
Fenwick, R. C. (1966). “Shear strength of reinforced concrete beams,” thesis presented to the University of Canterbury, Christchurch, New Zealand, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
5.
Gambarova, P. G. (1979). “Shear transfer by aggregate interlock in cracked reinforced concrete subject to repeated loads,” Studi e Ricerche, Corso di Perfezionamento per le Costruzioni in Cemento Armato, Vol. 1, Department of Structural Engineering, Politecnico di Milano, Italy, 43–70 (in Italian).
6.
Laible, J. P. (1973). “An experimental investigation of interface shear transfer and applications in the dynamic analysis of nuclear containment vessels,” thesis presented to Cornell University, Ithaca, N.Y., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
7.
Laible, J. P., White, R. N., and Gergely, P. (1977). “Experimental investigation of seismic shear transfer across cracks in concrete nuclear containment vessels,” Reinforced Concrete Structures in Seismic Zones, ACI‐Special Publication 53, Detroit, Mich., 203–226.
8.
Loeber, P. J. (1970). “Shear transfer by aggregate interlock,” thesis presented to the University of Canterbury, Christchurch, New Zealand, in partial fulfillment of the requirements for the degree of Master of Science.
9.
Method for the assessment of surface texture. (1972). BS1134, British Standard Institution, London, England.
10.
Vintzēleou, E. N. (1984). “Mechanisms of load transfer along reinforced concrete interfaces under monotonic and cyclic actions,” thesis presented to the National Technical University of Athens, Athens, Greece, in partial fulfillment of the requirements for the degree of Doctor of Philosophy (in Greek).
11.
Walraven, J. C. (1980). “Aggregate interlock: A theoretical and experimental analysis,” thesis presented to Delft University of Technology, Delft, Netherlands, in partial fulfillment of the requirements for the degree of Doctor of Philosophy (in English).
12.
White, R. N., and Holley, M. J. (1972). “Experimental studies of membrane shear transfer,” J. Struct. Div., ASCE, 98(8), 1835–1852.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 113Issue 4April 1987
Pages: 832 - 849

History

Published online: Apr 1, 1987
Published in print: Apr 1987

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Authors

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Theodossius P. Tassios
Prof. of Reinforced Concrete, National Tech. Univ. of Athens, 42 Patission St., 106 82 Athens, Greece
Elisabeth N. Vintzēleou
Asst., Lab. of Reinforced Concrete, National Tech. Univ. of Athens, 106 82 Athens, Greece

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