<abstract xmlns="http://www.w3.org/1999/xhtml"><p>The stability of the element of a steel welded girder subjected to bending and shear forces is considered. The considered element is a rectangular plate supported on boundary. The type of a plate boundary conditions depend on the types (thickness) of the stiffeners. Considered plate is loaded by in-plane forces causing bending and shear effects. The Finite Element Method was applied to carry out the analysis. Additionally the Boundary Element Method in terms of boundary-domain integral equation was applied to evaluate the critical shear loading.</p></abstract>

The stability of the element of a steel welded girder subjected to bending and shear forces is considered. The considered element is a rectangular plate supported on boundary. The type of a plate boundary conditions depend on the types (thickness) of the stiffeners. Considered plate is loaded by in-plane forces causing bending and shear effects. The Finite Element Method was applied to carry out the analysis. Additionally the Boundary Element Method in terms of boundary-domain integral equation was applied to evaluate the critical shear loading.

The Stability of a Steel Welded Girder with Bending and Shear Forces Included

Polytechnic Faculty, The President Stanisław Wojciechowski Higher Vocational State School in Kalisz, Poznańska 201-205, Kalisz,

Institute of Structural Engineering, Poznan University of Technology, Piotrowo 5, 60-965 Poznan,

Acta Mechanica et Automatica

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

{"article-title":"The Stability of a Steel Welded Girder with Bending and Shear Forces Included"}

The stability of the element of a steel welded girder subjected to bending and shear forces is considered. The considered element is a rectangular plate...

The Stability of a Steel Welded Girder with Bending and Shear Forces Included

Pubblicato online: 04 apr 2017

Pagine: 14 - 19

Ricevuto: 14 ott 2015

Accettato: 06 mar 2017

DOI: https://doi.org/10.1515/ama-2017-0003

Parole chiave
Buckling Analysis, the Finite Element Method, the Boundary Element Method

© 2017 Bialystok University of Technology

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

The Stability of a Steel Welded Girder with Bending and Shear Forces Included

Pubblicato online: 04 apr 2017

Pagine: 14 - 19

Ricevuto: 14 ott 2015

Accettato: 06 mar 2017

DOI: https://doi.org/10.1515/ama-2017-0003

Parole chiaveBuckling Analysis, the Finite Element Method, the Boundary Element Method

© 2017 Bialystok University of Technology

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.

Parole chiave
Buckling Analysis, the Finite Element Method, the Boundary Element Method