TECHNICAL PAPERS
Jun 1, 1992

Sensitivity Analysis of Thin‐Walled I‐Beams Resting on Elastic Foundation

Publication: Journal of Engineering Mechanics
Volume 118, Issue 6

Abstract

Thin‐walled I‐beams resting on a Winkler‐type elastic foundation and subjected to axial and torsional loadings are considered. The first‐order variations of an arbitrary internal force, a reaction, or a displacment due to a variation of the design variables are derived using the adjoint method. The cross‐section dimensions, except for the web height, the beam material constants, and the foundation torsional stiffness, are assumed to be the design variables. The coefficients of the design variable variations determining the sensitivity of the bimoment and the angle of the cross‐section rotation at the midspan of a simply supported beam are presented. An accuracy of the approximation by using the first‐order variations is also discussed.

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References

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2.
Dems, K., and Mróz, Z. (1983). “Variational approach by means of adjoint systems to structural optimization and sensitivity analysis‐I, variation of material parameters within fixed domain.” Int. J. Solids Struct., 19(8), 677–692.
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Kameswara Rao, C., and Mirza, S. (1989). “Torsional vibrations and buckling of thin‐walled beams on elastic foundation.” Thin‐Walled Struct., 7(1), 73–82.
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Matulewicz, Z., and Szymczak, C. (1985). “Optimal design of thin‐walled I‐beams undergoing torsion.” Thin‐Walled Struct., 3(2), 135–144.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 118Issue 6June 1992
Pages: 1239 - 1248

History

Published online: Jun 1, 1992
Published in print: Jun 1992

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Authors

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B. B. Budkowska, Member, ASCE
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Windsor, Windsor, Ontario, Canada, N9B 3P4
C. Szymczak
Assoc. Prof., Dept. of Civ. Engrg., Tech. Univ. of Gdańsk, 80‐952 Gdańsk, Poland

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