TECHNICAL PAPERS
Apr 1, 1983

Statistical Study on Steel Plate Members

Publication: Journal of Structural Engineering
Volume 109, Issue 4

Abstract

This paper is concerned with a statistical study on initial deflection of plate members, such as stiffened plates and diaphragms, in steel girder bridges recently fabricated in Japan, in order to provide some information for establishing the realistic values of both initial deflection and ultimate strength of steel‐plated compression members. The resolution of initial deformation into a number of linearly independent modes, the concept of equivalent initial deflection, and the elasto‐plastic finite displacement theory developed by the writers can apply efficiently to the estimation of the ultimate strength.

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References

1.
Komatsu, S., Ushio, M., and Kitada, T., “An Experimental Study of Residual Stresses in Stiffened Panels,” Transactions, JSCE, Vol. 9, 1977, pp. 70–72.
2.
Komatsu, S., Kitada, T., and Okada, J., “A Study on the Ultimate Strength of Plates and Stiffened Plates with Initial Imperfections under Uniaxial Compression,” Transactions, JSCE, Vol. 10, 1978, pp. 315–318.
3.
Komatsu, S., Nara, S., and Kitada, T., “Elasto‐plastic Analysis of Orthogonally Stiffened Plates with Initial Imperfections under Uniaxial Compression,” Computers & Structures, Vol. 11, 1980, pp. 429–437.
4.
Massonnet, Ch., “Tolerances in Steel Plated Structures,” International Association for Bridge and Structural Engineering SURVEYS, S‐14/80, Aug., 1980, pp. 49–76.
5.
Specification for Material and Workmanship, Steel, Concrete, and Composite Bridges, BS5400, Part 6, Steel, 1980.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 109Issue 4April 1983
Pages: 977 - 992

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Published online: Apr 1, 1983
Published in print: Apr 1983

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Authors

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Sadao Komatsu
Prof., Dept. of Civ. Engrg., Osaka Univ., Suita, Osaka 565 Japan
Satoshi Nara
Research Assoc., Dept. of Civ. Engrg., Osaka Univ., Suita, Osaka 565 Japan

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