Fatigue Strength of Riveted Connections
Publication: Journal of Structural Engineering
Volume 124, Issue 7
Abstract
New riveted steel structures have not been built in the past several decades. As a consequence, less attention has been paid to their fatigue life behavior than to structures containing contemporary fastening elements such as bolts or welds. The behavior of riveted members is a matter of considerable interest, however. For example, it is obvious that the life of the large stock of riveted bridges that still exist must be extended, at the same time maintaining a satisfactory level of safety. Evaluation of the remaining fatigue life of riveted structures has been impeded by the lack of a reasonable database of test results from full-size riveted members. Recent work in both North America and Europe has addressed the need for better fatigue life data for riveted members. The paper reports on the writers' research and that of others into the fatigue resistance of riveted members. The results of tests on full-size flexural members and on axially loaded members are reported, and these test results are compared with the design recommendations of several North American and European standards. Recommendations are presented for a fatigue life classification for assessment of riveted shear splices.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
AASHTO LRFD bridge design specifications, SI units. (1994). 1st Ed., American Association of State Highway and Transportation Officials, Washington, D.C.
2.
Adamson, D. E., and Kulak, G. L. (1995). “Fatigue tests of riveted bridge girders.”Struct. Engrg. Rep. No. 210, Dept. of Civ. Engrg., University of Alberta, Edmonton, Canada.
3.
Akesson, B., and Edlund, B. (1996). “Remaining fatigue life of riveted railway bridges.”Stahlbau, 11, Berlin, Germany.
4.
“Assessment of remaining capacity and life of riveted bridge members.” (1993). Draft Proj. Rep. to Can. Nat. Railways, ATLSS (Center for Advanced Technology for Large Structural Systems), Lehigh Univ., Bethlehem, Pa.
5.
Baker, K. A., and Kulak, G. L. (1982). “Fatigue strength of two steel details.”Struct. Engrg. Rep. No. 105, Dept. of Civ. Engrg., University of Alberta, Edmonton, Canada.
6.
Broek, D. (1989). The practical use of fracture mechanics. Kluwer Academic Publishers, London, U.K.
7.
Brühwiler, E., Smith, I. F. C., and Hirt, M. A.(1990). “Fatigue and fracture of riveted bridge members.”J. Struct. Engrg., ASCE, 116(1), 198–214.
8.
DiBattista, J. D., and Kulak, G. L. (1995). “Fatigue of riveted tension members.”Struct. Engrg. Rep. No. 211, Dept. of Civ. Engrg., University of Alberta, Edmonton, Canada.
9.
“Eurocode 3: Design of steel structures.” (1992). ENV 1993-1-1, European Committee for Standardisation, Brussels, Belgium.
10.
Fisher, J. W., Yen, B. T., Wang, D., and Mann, J. E. (1987). “Fatigue and fracture evaluation for rating riveted bridges.”Nat. Cooperative Hwy. Res. Program Rep. 302, Transportation Research Board, National Research Council, Washington, D.C.
11.
Gaylord, E. H., Jr., Gaylord, C. N., and Stallmeyer, J. E. (1992). Design of steel structures, 3rd Ed., McGraw-Hill Book Co. Inc., New York, N.Y.
12.
Helmerich, R., Brandes, K., and Herter, J. (1997). “Full scale laboratory fatigue tests on riveted railway bridges.”Proc. IABSE Workshop Lausanne 1997, International Association of Bridge and Structural Engineering, Zurich, Switzerland.
13.
Kunz, P. (1992). “Probabilistic method for the evaluation of fatigue safety of existing steel bridges,” PhD thesis no. 1023, ICOM—Steel Structures, Swiss Federal Institute of Technology, Lausanne, Switzerland.
14.
Load and resistance factor design specification for structural steel buildings, metric version. (1994). American Institute of Steel Construction, Chicago, Ill.
15.
Out, J. M. M., Fisher, J. W., and Yen, B. T. (1984). “Fatigue strength of weathered and deteriorated riveted members.”Transp. Res. Record 950, Transportation Research Board, National Research Council, Washington, D.C., 10–20.
16.
“Part 10, code of practice for fatigue.” (1980). British standard BS 5400, steel, concrete and composite bridges, British Standards Institution, London, U.K.
17.
Reemsnyder, H. S.(1975). “Fatigue life extension of riveted connections.”J. Struct. Div., ASCE, 101(12), 2591–2608.
18.
“Steel structures.” (1996). Chapter 15, Manual for railway engineering, American Railway Engineering Association, Chicago, Ill.
Information & Authors
Information
Published In
Copyright
Copyright © 1998 American Society of Civil Engineers.
History
Published online: Jul 1, 1998
Published in print: Jul 1998
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.