<abstract xmlns="http://www.w3.org/1999/xhtml"><p>There are currently three design methods to verify the in-plane buckling of an arched structure: substitute member method, the method of equivalent imperfection with recommendations for arched bridges, and the equivalent unique global and local initial imperfection method (EUGLI), which uses the critical elastic buckling mode as an imperfection. The latter method is included in the EN 1993-1-1 cl. 5.3.2 (11) since 2002; however, to this day it is neither utilized in the design practice nor is it incorporated in ordinary structural analysis software. The main purpose of this article is to show the application of the proposed methods in a step-by-step manner to the numerical example considered and to compare these design methods for various arched structures. Verification of the in-plane buckling of an arch is explained in detail.</p></abstract>

There are currently three design methods to verify the in-plane buckling of an arched structure: substitute member method, the method of equivalent imperfection with recommendations for arched bridges, and the equivalent unique global and local initial imperfection method (EUGLI), which uses the critical elastic buckling mode as an imperfection. The latter method is included in the EN 1993-1-1 cl. 5.3.2 (11) since 2002; however, to this day it is neither utilized in the design practice nor is it incorporated in ordinary structural analysis software. The main purpose of this article is to show the application of the proposed methods in a step-by-step manner to the numerical example considered and to compare these design methods for various arched structures. Verification of the in-plane buckling of an arch is explained in detail.

Equivalent Imperfections In Arched Structures

Ingsteel spol. s r. o., Tomášikova 17, P. O. Box 82, 820 09, Bratislava, Department of Steel and Timber Structures, Faculty of Civil Engineering, Slovak University of Technology in Bratislava, Radlinského 11, 813 68 Bratislava, Slovakia

Slovak Journal of Civil Engineering

This chapter is distributed under the terms of the Creative Commons Attribution 4.0 Public License.

{"article-title":"Equivalent Imperfections In Arched Structures"}

There are currently three design methods to verify the in-plane buckling of an arched structure: substitute member method, the method of equivalent...

Equivalent Imperfections In Arched Structures

Publié en ligne: 14 oct. 2015

Pages: 9 - 15

DOI: https://doi.org/10.1515/sjce-2015-0012

Mots clés
Arches, Imperfections, Buckling mode, EUGLI method

© 2015 Faculty of Civil Engineering, Slovak University of Technology

This chapter is distributed under the terms of the Creative Commons Attribution 4.0 Public License.

Equivalent Imperfections In Arched Structures

Publié en ligne: 14 oct. 2015

Pages: 9 - 15

DOI: https://doi.org/10.1515/sjce-2015-0012

Mots clésArches, Imperfections, Buckling mode, EUGLI method

© 2015 Faculty of Civil Engineering, Slovak University of Technology

This chapter is distributed under the terms of the Creative Commons Attribution 4.0 Public License.

Mots clés
Arches, Imperfections, Buckling mode, EUGLI method