Evaluation of Compressive Strengths of HPS Plate Systems Stiffened with Trapezoidal Stiffeners

Dong Ku Shin; Kyungsik Kim

doi:10.4028/www.scientific.net/AMR.671-674.1025

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 671-674Evaluation of Compressive Strengths of HPS Plate...

Evaluation of Compressive Strengths of HPS Plate Systems Stiffened with Trapezoidal Stiffeners

Abstract:

The ultimate compressive strengths of high performance steel (HPS) plate system stiffened longitudinally by closed stiffeners have been investigated by the nonlinear finite element analysis. Both conventional and high performance steels were considered in models following multi-linear strain hardening constitutive relationships. Initial geometric imperfections and residual stresses were also incorporated in the analysis. Numerical results have been compared to compressive strengths from Eurocode 3 EN 1993-1-5 and FHWA-TS-80-205. It has been found that although use of Eurocode 3 EN 1993-1-5 and FHWA-TS-80-205 may lead to highly conservative design strengths when very large column slenderness parameters are encountered

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Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

1025-1028

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.671-674.1025

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Online since:

March 2013

Authors:

Dong Ku Shin, Kyungsik Kim

Keywords:

Closed Stiffener, Compressive Strength, High Performance Steel, Initial Imperfection, Plate System, Residual Stress

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References

[1] R. Wolchuck and R.M. Mayrbourl: Proposed design specifications for steel box girder bridges, Rep. No. FHWA-TS-80-205, Federal Highway Administration, Washington. DC. (1980).

Google Scholar

[2] EN 1993-1-5, Eurocode 3: design of steel structure: plated structural element. European Committee for Standardization. (2005).

Google Scholar

[3] ABAQUS Inc. ABAQUS standard user's manual. Version 6. 8-2. (2008).

Google Scholar

[4] Y. Fujita and T.V. Galambos: Inelastic instability of steel structures and structural elements. US-Japan. Joint Seminar, Tokyo. (1981).

Google Scholar

[5] S.J. Chen and K.Y. Yang: Inelastic behavior of orthotropic steel deck stiffened by U-shaped stiffeners. Thin-Walled Structures. Vol. 40 (2002) pp.537-553.

DOI: 10.1016/s0263-8231(02)00005-8

Google Scholar

[6] Y. Fukumoto, T. Usami, and Y. Okamoto: Ultimate compressive strength of stiffened plates. Proceedings of Specialty Conference on Metal Bridge, St. Louis, MO. (1974).

Google Scholar

[7] I. Mikami. and K. Niwa: Ultimate compressive strength of orthogonally stiffened steel plates. Journal of Structural Engineering, ASCE. Vol. 122-6 (1996) pp.674-682.

DOI: 10.1061/(asce)0733-9445(1996)122:6(674)

Google Scholar