Nonlinear Analysis of Concrete Bridge Piers
Publication: Journal of Structural Engineering
Volume 112, Issue 9
Abstract
The formulation of a fiber model is presented for the second‐order analysis of slender concrete compression members of arbitrary cross section and longitudinal configuration subjected to static biaxial loading. The analytical model uses a tangent stiffness formulation. The stiffness method is used to calculate incremental displacements from applied loads, and incremental forces are then computed from the displacements. The model uses a linear formulation, which has been modified to include various nonlinear effects. The nonlinearities included in this fiber model are P‐delta effects, geometric nonlinearity, material nonlinearity, and sustained load effects. The use of this fiber model for analysis of concrete bridge piers meets design needs not satisfied by current design codes and specifications. An example using the fiber model for analysis of a hollow and tapered slender concrete bridge pier demonstrates its power and versatility.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
ACI Committee 318, Building Code Requirements for Reinforced Concrete (ACI 318‐83), American Concrete Institute, Detroit, Mich., 1983, 111 pp.
2.
Adams, J., “Non‐Linear Behavior of Steel Frames,” thesis presented to the Massachusetts Institute of Technology, at Cambridge, Mass., in 1973, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
3.
Alani, A. F., “Correlation of Physical Tests with Computer Simulation Models for Slab and Girder Bridge Systems,” thesis presented to the University of Texas, at Austin, Tex., in 1971, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
4.
American Association of State Highway Officials, Standard Specifications for Highway Bridges, 12th ed., 1977.
5.
Borges, J. F., and Lima, J. A., “Formation of Cracks in Beams with Low Percentage of Reinforcement,” Rilem, Symposium on Bond and Crack Formation in Reinforced Concrete, Stockholm, Sweden, 1975.
6.
Borges, J. F., Lima, J. A., Coelho, A. T., and Monteiro, V., “Analytical Results Concerning the Non‐Linear Behavior of Reinforced Concrete Structures,” Laboratorio Nacional de Engenharia Civil, Memoria No. 294, Lisboa, Spain, 1967.
7.
Borges, J. F., and Oliveira, A. E., “Non‐Linear Analysis of Reinforced Concrete Structures,” Publications, International Association for Bridge and Structural Engineering, Vol. 23, 1963.
8.
Chovichien, V., Gutzwiller, M. J., and Lee, R. H., “Analysis of Reinforced Concrete Columns Under Sustained Load,” ACI Journal, Proceedings, Vol. 70, No. 10, Oct., 1973, pp. 692–699.
9.
Gilliam, T. E., Yamamoto, Y., Poston, R. W., and Breen, J. E., “Verification of Analysis Programs for Solid and Hollow Concrete Bridge Piers,” Research Report 254‐1, Center for Transportation Research, The Univ. of Texas, Austin, Tex., Sept., 1983.
10.
Hognestad, E., “A Study of Combined Bending and Axial Load in Reinforced Concrete Members,” Bulletin No. 339, Univ. of Illinois, Engineering Experiment Station, Nov., 1951.
11.
Park, R., and Paulay, T., Reinforced Concrete Structures, Wiley‐Interscience, John Wiley and Sons, New York, N.Y., 1975.
12.
Poston, R. W., Breen, J. E., and Roesset, J. M., “Analysis of Nonprismatic or Hollow Slender Concrete Bridge Piers,” ACI Journal, Proceedings, Vol. 82, No. 5, Sept.–Oct., 1985, pp. 731–739.
13.
Poston, R. W., Gilliam, T. E., Yamamoto, Y., and Breen, J. E., “Hollow Concrete Bridge Pier Behavior,” ACI Journal, Proceedings, Vol. 82, No. 6, Nov.–Dec., 1985, pp. 779–787.
14.
Poston, R. W., Diaz, M., and Breen, J. E., “Design Trends for Concrete Bridge Piers,” ACI Journal, Vol. 83, No. 1, Jan.–Feb., 1986, pp. 14–21.
15.
Poston, R. W., Diaz, M., Breen, J. E., and Roesset, J. M., “Design of Slender Nonprismatic, and Hollow Concrete Bridge Piers,” Research Report 254‐2F, The Univ. of Texas, Austin, Tex., Apr., 1983.
16.
Rusch, H., “Researches Toward a General Flextiral Theory for Structural Concrete,” ACI Journal, July, 1960, pp. 1–28.
Information & Authors
Information
Published In
Copyright
Copyright © 1986 ASCE.
History
Published online: Sep 1, 1986
Published in print: Sep 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.