End‐Bolted Cover Plates
Publication: Journal of Structural Engineering
Volume 111, Issue 6
Abstract
Welding a cover plate to a rolled beam and high‐strength bolting the loose ends with a friction‐type connection increased the fatigue strength from Category E for end‐welded cover plates to Category B. The required number of end bolts is that needed to develop the cover plate's portion of the bending moment. A parametric analysis indicated that the design of two‐span continuous bridges with end‐bolted cover plates subjected to HS‐20 truck loading was not governed by fatigue. The weight savings from shortening the cover plate from its Category E length to the length between the theoretical cut‐off points were greater than the added cost of end‐bolting. This method of construction has the potential of fatigue proofing cover plates on rolled beams while lowering their cost of fabrication. It utilizes existing technology and can be implemented at once. Tests of 22 beams showed that end‐bolting the loose ends of welded cover plates increased the fatigue life by three categories, from EB. End‐bolted cover plates on bridge girders can usually be stopped at the theoretical cut‐off point. Such girders are fatigue proof and cheaper to fabricate than conventionally end‐welded cover plates.
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References
1.
Albrecht, P., and Simon, S., “Fatigue Notch Factors for Structural Details,” Journal of the Structural Division, ASCE, Vol. 107, No. ST7, July, 1981, pp. 1279–1296.
2.
Albrecht, P., Wattar, F., Sahli, A., and Vannoy, D., “End‐Bolted Cover Plates,” Report No. FHWA/MD‐82/01, Department of Civil Engineering, University of Maryland, June, 1982.
3.
Standard Specifications for Highway Bridges, American Association of State Highway and Transportation Officials, Washington, D.C., 1977.
4.
Interim Specifications for Bridges, American Association of State Highway and Transportation Officials, Washington, D.C., 1979.
5.
Structural Welding Code, AWS D1.1, American Welding Society, 1983.
6.
Simon, S., and Albrecht, P., “Adding Fatigue Life to Cover Plate Ends,” Journal of the Structural Division, ASCE, Vol. 107, No. ST5, May, 1981, pp. 923–935.
7.
Ypey, E., private communication, Rijkswaterstaat, Directie Bruggen, Voorburg, The Netherlands, 1981.
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Copyright © 1985 ASCE.
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Published online: Jun 1, 1985
Published in print: Jun 1985
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