Moment‐Rotation Curves for Bolted Connections
Publication: Journal of Structural Engineering
Volume 112, Issue 3
Abstract
A physically based mathematical model that can predict the moment‐rotation relationships of bolted extended end‐plate eave connections, using the connection dimensions as inputs is presented. The model recognizes the bounds within which the relationship must lie, viz. the initial (elastic) stiffness, the plastic moment capacity and the strain‐hardening stiffness of the connection. Comparison is made to a series of test results for a range of bolted end‐plate moment connections.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Agerskov, H., “High‐Strength Bolted Connections Subject to Prying,” Journal of the Structural Division, ASCE, Vol. 102, No. ST1, Proc. Paper 11840, Jan., 1976, pp. 161–175.
2.
Standards Association of Australia, High Strength Structural Bolting Code, AS1 511, 1973.
3.
Baker, J. F., “A Note on the Effective Length of a Pillar Forming Part of a Continuous Member in a Building Frame,” Second Report, Steel Structures Research Committee, Dept. of Scientific and Industrial Research of Great Britain, HMSO, London, England, 1934, pp. 13–43.
4.
Batho, C., and Lash, S. D., “Further Investigations on Beam and Stanchion Connections Encased in Concrete; Together with Laboratory Investigation on a Full Scale Steel Frame,” Final Report, Steel Structures Research Committee, Dept. of Scientific and Industrial Research of Great Britain, HMSO, London, England, 1936, pp. 276–363.
5.
Chen, W. F., and Newlin, D. E., “Column Web Strength in Beam‐to‐Column Connections,” Journal of the Structural Division, ASCE, Vol. 99, No. ST9, Technical Note, Sept., 1973, pp. 1978.
6.
Frye, M. J., and Morris, G. A., “Analysis of Flexibly Connected Steel Frames,” Canadian Journal of Civil Engineering, Vol. 2, No. 3, Sept., 1975, pp. 280–291.
7.
Jones, S. W., Kirby, P. A., and Nethercot, D. A., “Modelling of Semi‐Rigid Connection Behaviour and Its Influence on Steel Column Behaviour,” Proceedings of the International Conference on Joints in Structural Steelwork, Teeside Polytechnic, UK, 1981, pp. 5.73–5.87.
8.
Jones, S. W., Kirby, P. A., and Nethercot, D. A., “The Analysis of Frames with Semi‐Rigid Connections—A State of the Art Report,” Dept. of Civil and Structural Engineering, Univ. of Sheffield, England, Jan., 1979.
9.
Krishnamurthy, N., Huang, H. T., Jeffrey, P. K., and Avery, L. K., “Analytical M‐Curves for End‐Plate Connections,” Journal of the Structural Division, ASCE, Vol. 105, No. ST1, Proc. Paper 14294, Jan., 1979, pp. 133–145.
10.
Manheim, D. N., and Popov, E. P., “Plastic Shear Hinges in Steel Frames,” Journal of Structural Engineering, ASCE, Vol. 109, No. 10, Paper No. 18323, Oct., 1983, pp. 2404–2418.
11.
Mann, A. P., and Morris, L. J., “Limit Design of Extended End‐Plate Connections,” Journal of the Structural Division, ASCE, Vol. 105, No. ST3, Proc. Paper 14460, Mar. 1979, pp. 511–526.
12.
Melchers, R. E., and Kaur, D., “Behaviour of Frames with Flexible Joints,” Proceedings of the 8th Australian Conference on Mechanics of Structural Materials, Newcastle, Australia, 1982, pp. 27.1–27.5.
13.
Melchers, R. E., and Yee, Y. L., “Deflection of Frames with Bolted End‐Plate Connections,” Proceedings of the Metal Structures Conference, Institution of Engineers Australia, Brisbane, Australia, 1983, pp. 176–180.
14.
Moncarz, P. D., and Gerstle, K. H., “Steel Frames with Non‐linear Connections,” Journal of the Structural Division, ASCE, Vol. 107, No. ST8, Proc. Paper 16440, Aug., 1981, pp. 1427–1441.
15.
Packer, J. A., and Morris, L. J., “A Limit State Design Method for the Tension Region of Bolted Beam‐Column Connections,” The Structural Engineer, Vol. 55, No. 10, Oct., 1977, pp. 446–458.
16.
Roark, R. J., and Young, W. G., Formulas For Stress and Strain, McGraw‐Hill International Book Co., 5th ed., 1975.
17.
Romstad, K. M., and Subramanian, C. V., “Analysis of Frames with Partial Connection Rigidity,” Journal of the Structural Division, ASCE, Vol. 100, No. ST6, Proc. Paper 7664, Nov., 1970, pp. 2283–2300.
18.
Sommer, W. H., “Behaviour of Welded Header Plate Connections,” thesis presented to the Univ. of Toronto, at Ontario, Canada, in 1970, in partial fullfillment of the requirements for the degree of Master of Science.
19.
Surtees, J. O., and Mann, A. P., “End‐Plate Connections in Plastically Designed Structures,” Proceedings of the Conference of Joint in Structures, Vol. 1, Paper 5, Univ. of Sheffield, England, July 1970.
20.
Walker, A. C., “Post Buckling Behaviour of Simply Supported Square Plates,” The Aeronautical Quarterly, Vol. XX, Aug., 1969, pp. 202–222.
21.
Whittaker, D., and Walpole, W. R., “Bolted End‐Plate Connections for Seismically Designed Steel Frames,” Research Report 82‐11 Dept. of Engineering, Univ. of Canterbury, New Zealand, Sept., 1982.
22.
Witteveen, J., Stark, J. W. B., Bijlaard, F. S. K., and Zoetemeijer, P., “Welded and Bolted Beam‐to‐Column Connections,” Journal of the Structural Division, ASCE, Vol. 108, No. ST2, Proc. Paper 16873, Feb., 1982, pp. 433–455.
23.
Yee, Y. L., “Prediction of Nonlinear Behaviour of End‐Plate Eave Connections,” thesis presented to Monash Univ., Melbourne, Australia, in 1984, in fulfillment of the requirements for the degree of Doctor of Philosophy.
24.
Zoetemeijer, P., “A Design Method for the Tension Side of Statically Loaded Beam‐to‐Column Connections,” Heron, Vol. 20, No. 1, Delft Univ., Delft, The Netherlands, 1974.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 112 • Issue 3 • March 1986
Pages: 615 - 635
Copyright
Copyright © 1986 ASCE.
History
Published online: Mar 1, 1986
Published in print: Mar 1986
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.