Fixed‐End Restraint Effect on Steel Arch Strength
Publication: Journal of Structural Engineering
Volume 112, Issue 4
Abstract
Fixed‐end restraint effect on the load carrying capacity of steel arches loaded into the inelastic and the finite deformation range is studied by an accurate nonlinear finite element approach. This approach takes into consideration the two important factors on material nonlinear phenomenon, namely, spread of yielding zones in the cross section and along the longitudinal axis of the arch and unloading caused by strain reversal. Special characteristics of the interaction between bending moment and axial thrust, the changes in deflectional mode, the progress of yielding and unloading zones with load level, and local failure at the springing are thoroughly examined. The load‐deflection behavior until the stability limit load is reached, has been analyzed by linear theory, the second order elastic theory, and an accurate nonlinear theory.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Austin, W. J. (May, 1971). “Inplane Bending and Buckling of Arches,” J. Struct. Div., ASCE, 97(ST5), 1575–1592.
2.
Austin, W. J., Ross, T. J., Tawfik, A. S., and Volz, R. D. (Apr., 1982). “Numerical Bending Analysis of Arches,” J. Struct. Div., ASCE 108(ST4), 849–868.
3.
Harrison, H. B. (Jan., 1982). “In‐Plane Stability of Parabolic Arches,” J. Struct. Div., ASCE, 108(ST1), 195–205.
4.
Johnston, B. J., Ed. (1976). Guide to Stability Design Criteria for Metal Structures. Structural Stability Research Council, 3rd ed., John Wiley and Sons, New York, NY.
5.
Komatsu, S., and Shinke, T. (1977). “Practical Formulation for In‐Plane Load Carrying Capacity of Arches,” Proceedings, Japan Society of Civil Engineers, No. 267, 39–52 (in Japanese).
6.
Kuranishi, S., and Yabuki, T. (1979). “Some Numerical Estimation of Ultimate In‐Plane Strength of Two‐Hinged Steel Arches,” Proceedings, Japan Society of Civil Engineers, No. 287, 155–158.
7.
Kuranishi, S., and Yabuki, T. (Oct., 1984). “Ultimate Strength Design Criteria for Two‐Hinged Steel Arch Structures,” Proceedings, Japan Society of Civil Engineers, Structural Engineering/Earthquake Engineering, 1(2), 229s–237s.
8.
Shinke, T., Zui, H., and Namita, Y. (1975). “Analysis of In‐Plane Elasto‐Plastic Buckling and Load Carrying Capacity of Arches,” Proceedings, Japan Society of Civil Engineers, No. 244, 57–70 (in Japanese).
9.
Shinke, T., Zui, H., and Namita, Y. (1977). “Analysis and Experiments on In‐Plane Load Carrying Capacity of Arches,” Proceedings, Japan Society of Civil Engineers, No. 263, 11–24 (in Japanese).
10.
Yabuki, T., Vinnakota, S., and Kuramishi, S. (Oct., 1983). “Lateral Load Effect on Load Carrying Capacity of Steel Arch Bridge Structures,” J. Struct. Engrg., ASCE, 109(10), 2434–2449.
11.
Yabuki, T., and Vinnakota, S. (1984). “Stability of Steel Arch‐Bridges, A State of‐the‐Art Report,” SM Archives 9, Martinus Nijhoff Publishers, The Hague, The Netherlands, 115–158.
12.
Zienkiewicz, O. C. (1977). The Finite Element Method, 3rd ed. McGraw‐Hill Book Co. Ltd, London, England.
Information & Authors
Information
Published In
Copyright
Copyright © 1986 ASCE.
History
Published online: Apr 1, 1986
Published in print: Apr 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.