Analysis of the Stringer-to-Cross-Beam Riveted Joints Behaviour
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30. Mai 2014
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Online veröffentlicht: 30. Mai 2014
Seitenbereich: 51 - 61
DOI: https://doi.org/10.2478/cee-2014-0007
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© 2014
This article is distributed under the terms of the Creative Commons Attribution Non-Commercial License, which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.
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.