RESEARCH PAPER
The Stability of a Steel Welded Girder with Bending and Shear Forces Included
1
Polytechnic Faculty, The President Stanisław Wojciechowski Higher Vocational State School in Kalisz, Poznańska 201-205, Kalisz, Poland
2
Institute of Structural Engineering, Poznan University of Technology, Piotrowo 5, 60-965 Poznan, Poland
Submission date: 2015-10-14
Acceptance date: 2017-03-06
Online publication date: 2017-04-04
Publication date: 2017-03-01
Acta Mechanica et Automatica 2017;11(1):14-19
KEYWORDS
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.
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| eISSN: | 2300-5319 |
| ISSN: | 1898-4088 |
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