Analysis of the Stringer-to-Cross-Beam Riveted Joints Behaviour

Vičan, Josef; Jošt, Jozef; Gocál, Jozef

doi:10.2478/cee-2014-0007

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Analysis of the Stringer-to-Cross-Beam Riveted Joints Behaviour

Civil and Environmental Engineering

Volume 10 (2014): Issue 1 (May 2014)

By: Josef Vičan, Jozef Jošt and Jozef Gocál

Open Access

|May 2014

Abstract

The main aim of the paper is to present results of the numerical and experimental studies related to the analysis of the real stiffness of the stringer-to-cross-beam connection in order to avoid approximation of this joint by means of complicated 2D modelling and to use simplified 1D model for global analyses of bridges with open bridge decks.

References

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[3] VIČAN, J.- GOCÁL, J.- MELIŠ, B.: Fatigue assessment of existing bridge members. In Communications -Scientific letters of University of Žilina, vol. 9, No. 3, 2007, pp. 11-15, ISSN 1335-4205.10.26552/com.C.2007.3.11-14
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[4] VIČAN, J. - GOCÁL, J. - MELIŠ, B. - KOTEŠ, P. - KOTULA, P.: Real behaviour and Remaining Lifetime of Bridge Structures, In Communications - Scientific Letters of the University of Zilina, vol. 10, No. 2, 2008, pp. 30-37, ISSN 1335-4205. 10.26552/com.C.2008.2.30-37
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DOI: https://doi.org/10.2478/cee-2014-0007 | Journal eISSN: 2199-6512 | Journal ISSN: 1336-5835

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Language: English

Page range: 51 - 61

Published on: May 30, 2014

Published by: University of Žilina

In partnership with: Paradigm Publishing Services

Publication frequency: 2 issues per year

Keywords:

Bending moments,

Bridges,

Connection,

Finite element model,

Railway,

Riveted joints,

Stringer-to-cross-beam

Related subjects:

Business and economics,

Political economics,

Economic theory, systems and structures,

Business management,

Industries,

Environmental management

© 2014 Josef Vičan, Jozef Jošt, Jozef Gocál, published by University of Žilina
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

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