TECHNICAL PAPERS
Mar 1, 1985

Friction Coefficient of Steel on Concrete or Grout

Publication: Journal of Structural Engineering
Volume 111, Issue 3

Abstract

An experimental investigation was conducted to determine the coefficient of static friction between rolled steel plate and cast‐in‐place concrete or grout. Fifteen tests were performed under conditions that represented the interior and exterior bearing surfaces of a containment vessel. Test parameters included concrete blocks or grout blocks, wet or dry interface, and level of normal compressive stress. For conditions tested, the average effective coefficient of static friction varied between 0.57 and 0.70. It is recommended that the coefficient of static friction for concrete cast on steel plate and grout cast below steel plate should be taken as 0.65 for a wet interface with normal compressive stress levels between 20 and 100 psi (0.14 and 0.6 MPa). For dry interface, the coefficient of static friction should be taken as 0.57.

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References

1.
Building Code Requirements for Reinforced Concrete, ACI Committee 318, American Concrete Institute, Detroit, Mich., 1983.
2.
Hognestad, E., et al., “Facilities and Test Methods of PCA Structural Laboratory,” Journal of the PCA Research and Development Laboratories, Vol. 1, No. 1, Jan., 1959,
pp. 12–20, 40–45;
Vol. 1, No. 2, May, 1959, pp. 30–37;
and Vol. 1, No. 3, Sept., 1959, pp. 35–41. Reprinted as PCA Development Department Bulletin D33, Portland Cement Association, Skokie, Ill.
3.
Standard Specification for Concrete Aggregate, ASTM C 33‐82, American Society for Testing and Materials, Section 4, Vol. 04.02, Philadelphia, Pa., 1983.
4.
Standard Specification for Flow Table for Use in Tests of Hydraulic Cement, ASTM C 230‐80, American Society for Testing and Materials, Section 4, Vol. 04.02, Philadelphia, Pa., 1983.
5.
Standard Specification for Portland Cement, ASTM C 150‐83, American Society for Testing and Materials, Section 1, Vol. 04.02, Philadelphia, Pa., 1983.
6.
Standard Specification for Pressure Vessel Plates, Carbon Steel, for Moderate‐ and Lower‐Temperature Service, ASTM A516‐82, American Society for Testing and Materials, Section 1, Vol. 01.04, Philadelphia, Pa., 1983.
7.
Surface Preparation Specifications—No. 2 Hand Tool Cleaning, SSPC‐SP2‐63, Steel Structures Painting Council, Oct., 1963.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 111Issue 3March 1985
Pages: 505 - 515

History

Published online: Mar 1, 1985
Published in print: Mar 1985

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Authors

Affiliations

B. G. Rabbat, M. ASCE
Principal Engr., Bridge Structures, Struct. Experimental Section, Construction Technology Laboratories, Portland Cement Assoc., Skokie, Ill.
H. G. Russell
Dir., Struct. Development Dept., Construction Technology Laboratories, Portland Cement Assoc., Skokie, Ill.

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