TECHNICAL PAPERS
May 1, 2005

Optimum Design of Welded Steel Plate Girder Bridges Using a Genetic Algorithm with Elitism

Publication: Journal of Bridge Engineering
Volume 10, Issue 3

Abstract

The genetic algorithm (GA) is a general optimization technique that has some unique features that are especially suitable for structural engineering problems. This work uses a simple GA with elitism to find the optimum design of welded steel plate girder bridges. The objectives are to minimize the weight and the cost of the girders. Two types of plate-girder bridges are studied: a single-span bridge and a two-equal-span continuous bridge. Bridges with various span lengths, in increments of 20ft , are investigated; results are tabulated, parametric studies are made, and meaningful conclusions are drawn.

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Acknowledgment

We would like to express our sincere gratitude to Mr. Charlie Gorman of Bethlehem Steel Corporation, Construction Marketing Group, for providing us reference material and cost information, which were helpful for our study and essential for programming.

References

Adeli, H., and Cheng, N. T. (1993). “Integrated genetic algorithm for optimization of space structures.” J. Aerosp. Eng., 6(4), 315–328.
American Association of State Highway and Transportation Officials (AASTHO). (1996). Standard specifications for highway bridges, edition, 16th Ed., AASTHO, Washington, D.C.
Coello, C. C., and Farrera, F. A. (1995). “Use of genetic algorithms for the optimal design of reinforced concrete beams.” Proc., 4th Int. Conf. on Computer Aided Optimum Design of Structures, Hernandez and C. A. Brebbia.
Cohn, M. Z. (1993). “Theory and practice of structural optimization.” Proc. NATO-ASI Optimization of Large Scale Structural Systems, G. I. N. Rozvany, ed., Kluwer Academic Publishers, Dordrecht, The Netherlands, 2, 843–862.
Cohn, M. Z., and Dinovitzer, A. S. (1994). “Application of structural optimization.” J. Struct. Eng., 120(2), 617–650.
Deb, K., and Gulati, S. et al. (1998). “Optimal truss-structure design using real-coded genetic algorithms.” Genetic Programming 1998: Proc., 3rd Annual Conf.
Fox, R. L. (1971). Optimization methods for engineering design, Addison-Wesley, Reading, Mass. 125–137.
Fu, K.-C., and Harb, A. I. (1990). “Integral equation method for spherical shell under axisymmetrical loads.” J. Eng. Mech., 116(2), 309–323.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization and machine learning, Addison-Wesley, Reading Mass.
Goldberg, D. E., and Samtani, M. P. (1986). “Engineering optimization via genetic algorithms.” Proc., 9th Conf. Electronic Computation, ASCE, New York, 471–482.
Gurdal, Z., Haftka, R. T., and Nagendra, S. (1994). “Genetic algorithms for the design of laminated composite panels.” SAMPE J., 30(3), 29–35.
Harb, A. I., and Fu, K.-C. (1990). “Analysis and optimal design of spherical shells under axisymmetric loads.” J. Eng. Mech., 116(2), 324–342.
Haupt, R., and Haupt, S. E. (1998). Practical genetic algorithms, Wiley, New York.
Holland, J. H. (1975). Adaptation in natural and artificial systems, Univ. of Michigan Press, Ann Arbor, Mich.
Jenkins, W. M. (1992). “Plane frame optimum design environment based on genetic algorithm.” J. Struct. Eng., 118(11), 3103–3112.
Kirsch, U. (1975). “Multilevel approach to optimum structural design.” J. Struct. Div. ASCE, 101(4), 955–972.
Knight, Richard P. (1984). “Economical steel plate girder bridges.” Engineering Journal/American Institute of Steel Construction, 89–93.
Lu, B., Kubo, H., and Sugimoto, H. (1995). “Optimum selection of composite material by genetic algorithm.” Trans. Jpn. Soc. Mech. Eng., Ser. A, 61(584), 115–120.
Moses, F., Fox, R. L., and Goble, G. (1971). “Mathematical programming applications in structural design.” Computer-aided engineering, S. M. Study No. 5, Univ. of Waterloo Press, 1971.
Rajan, S. D. (1995). “Sizing, shape, and topology design optimization of trusses using genetic algorithm.” J. Struct. Eng., 121(10), 1480–1487.
Rajeev, S., and Krishnamoorthy, C. S. (1992). “Discrete optimization of structures using genetic algorithms.” J. Struct. Eng., 118(5), 1233–1250.
Tonias, Demetrios E. (1995). Design, rehabilitation, and maintenance of modern highway bridges, McGraw-Hill, New York.
Wang, C. K., and Romstad, K. M. (1968). “Optimum design of framed structures.” J. Struct. Div. ASCE, 94(12).

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 10Issue 3May 2005
Pages: 291 - 301

History

Received: Jul 8, 2002
Accepted: Apr 20, 2004
Published online: May 1, 2005
Published in print: May 2005

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Authors

Affiliations

Kuan-Chen Fu, F.ASCE
Professor Emeritus, Civil Engineering, Univ. of Toledo, Toledo, Ohio 43606.
Yujia Zhai
Former Graduate Student, Dept. of Civil Engineering, Univ. of Toledo, Toledo, OH 43606.
Saijun Zhou
Former Graduate Student, Dept. of Civil Engineering, Univ. of Toledo, Toledo, OH 43606.

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