<abstract xmlns="http://www.w3.org/1999/xhtml"><p> 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.</p></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.

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

Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Žilina, Slovak Republic.

Department of Structures and Bridges, Faculty of Civil Engineering, University of Žilina, Žilina, Slovak Republic

Civil and Environmental Engineering

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.

{"article-title":"Analysis of the Stringer-to-Cross-Beam Riveted Joints Behaviour"}

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...

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

Publicado en línea: 30 may 2014

Páginas: 51 - 61

DOI: https://doi.org/10.2478/cee-2014-0007

Palabras clave
Bending moments, Bridges, Connection, Finite element model, Railway, Riveted joints, Stringer-to-cross-beam

© 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.

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

Publicado en línea: 30 may 2014

Páginas: 51 - 61

DOI: https://doi.org/10.2478/cee-2014-0007

Palabras claveBending moments, Bridges, Connection, Finite element model, Railway, Riveted joints, Stringer-to-cross-beam

© 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.

Palabras clave
Bending moments, Bridges, Connection, Finite element model, Railway, Riveted joints, Stringer-to-cross-beam