Fatigue Strength of Bolted Joints
Publication: Journal of Structural Engineering
Volume 113, Issue 8
Abstract
This paper summarizes the results of 400 fatigue tests of high‐strength bolted joints that were reported in eight domestic and six foreign studies. The following variables were investigated: type of bolt and washer, bolt pattern, bolts‐to‐member strength ratio, initial bolt tension, yield strength, skew, joint length, and partial connection of member elements. The analysis of the data showed that within the limits on maximum stress imposed by the American Association of State Highway and Transportation Officials (AASHTO) specifications on edge distance, bolt spacing, etc., both friction‐type and bearing‐type joints can be designed to Category B on the basis of the gross area stress range. The fatigue of long bolted joints with more than four bolt rows in a line of stress must be lowered from Category B to C. The stress range in members that transfer load through some, but not all, cross‐sectional elements must be calculated using a reduced effective gross area.
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References
1.
Albrecht, P., et al., “Application of Adesives to Steel Bridges,” Report, No. FHWA/RD‐84/037, Federal Highway Administration, Washington, D.C., Nov., 1984.
2.
Beam, W. S., and Munse, W. H., “Effects of Repeated Loadings on Structural Connections with High‐Strength Bolts,” Civil Engineering Studies, Structural Research Series, No. 91, University of Illinois, Urbana, Ill., Jan., 1955.
3.
Birkemoe, P. C., Meinheit, D. F., and Munse, W. H., “Fatigue of A514 Steel in Bolted Connections,” Journal of the Structural Division, ASCE, Vol. 95, No. 10, Oct., 1969.
4.
Birkemoe, P. C., and Srinivasan, R. S., “Fatigue of Bolted High‐Strength Structural Steel,” Journal of the Structural Division, ASCE, Vol. 97, No. 3, Mar., 1971.
5.
Chesson, E., Jr., and Munse, W. H., “Studies of the Behavior of High‐Strength Bolts and Bolted Joints,” Engineering Experiment Bulletin, No. 469, University of Illinois, Urbana, Ill., 1965.
6.
Fisher, J. W., et al., “Effects of Weldments on the Fatigue Strength of Steel Beams,” NCHRP Report, No. 102, Transportation Research Board, National Research Council, Washington, D.C., 1970.
7.
Frank, K. H., and Yura, J. A., “An Experimental Study of Bolted Shear Connections,” Report, No. FHWA/RD‐81/148, Department of Civil Engineering, University of Texas, Austin, Tex., May, 1981.
8.
Graf, O., “Tests of Bolted Joints,” Report, No. 16, Berichte des Deutschen Ausschusses fuer Stahlbau, Stahlbau Verlag, Cologne, Germany, 1951 (in German).
9.
Hansen, N. G., “Fatigue Tests of Joints of High Strength Steels,” Journal of the Structural Division, ASCE, Vol. 85, No. 3, Mar., 1959.
10.
Kloeppel, F., and Seeger, T., “Fatigue Tests of St 37 Steel Joints with High Strength Bolts in Single Shear,” Der Stahlbau, Vol. 33, No. 8, Aug., 1964, pp. 225–245 (in German).
11.
Lenzen, K. J., “The Effect of Various Fasteners on the Fatigue Strength of a Structural Joint,” Bulletin, American Railroad Engineering Association, No.481, Vol. 51, Jun.–Jul., 1949, pp. 1–27.
12.
Lieurade, H. P., “Fatigue Study of Bolted Joints Made of High Yield Strength Steels,” Report, IRSID RE 339, Institut de Recherche Siderurgique, Saint‐German‐en‐Laye, France, Feb., 1976, pp. 439–466 (in French).
13.
American Association of State Highway and Transportation Officials, “Specifications for Highway Bridges,” Washington, D.C., 1983.
14.
Sahli, A., et al., “Fatigue Test Data for Bolted Joints; Literature Review,” Civil Engineering Report, University of Maryland, College Park, Md., Jul., 1985.
15.
Steinhardt, O., and Moehler, K., “Tests on Application of High Strength Bolts in Steel Construction,” Report, No. 22, Part II, Berichte des Deutschen Ausschusses fuer Stahlbau, Stahlbau Verlag, Cologne, Germany, 1959 (in German).
16.
Steinhardt, O., and Moelher, K., “Tests on Application of High Strength Bolts in Steel Construction,” Report, No. 24, Part III, Berichte des Deutschen Ausschusses fuer Stahlbau, Stahlbau Verlag, Cologne, Germany, 1962 (in German).
17.
Yin, W., et al., “Fatigue Strength of High Strength Bolted Joints,” Proceedings, Colloquium Lausanne, International Association of Bridge and Structural Engineers, Vol. 37, 1982.
18.
American Institute of Steel Construction, “Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings,” Chicago, Ill., 1978.
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Copyright © 1987 ASCE.
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Published online: Aug 1, 1987
Published in print: Aug 1987
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