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UDK: 624.073.001.5:624.014.2

Published: Građevinar 64 (2012) 2
Paper type: Subject review
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Steel plate elements subjected to load in their own plane – buckling factors and critical loads

Mladen Bulić, Mehmed Čaušević

Abstract

The stability of steel plate elements subjected to loading in their own plane is analyzed in the paper. The notion of elastic critical plate buckling stress is explained, and the related buckling factor is defined. The analysis of buckling factor and critical plate element stress for arbitrary boundary conditions, arbitrary stress distribution, and any plate length to width ratio, is presented by means of an analytic procedure and using a specialized computer program EBPlat, which is based on the European standard EN 1993-1-5.

Keywords
plate girders, critical stress, buckling factor, plate element stability, computer program EBPlate

HOW TO CITE THIS ARTICLE:

Bulić, M., Čaušević, M.: Steel plate elements subjected to load in their own plane – buckling factors and critical loads, GRAĐEVINAR, 64 (2012) 2, doi: https://doi.org/10.14256/JCE.640.2011

OR:

Bulić, M., Čaušević, M. (2012). Steel plate elements subjected to load in their own plane – buckling factors and critical loads, GRAĐEVINAR, 64 (2), doi: https://doi.org/10.14256/JCE.640.2011

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Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Bulic Mladen
Mladen Bulić
University of Rijeka,
Faculty of Civil Engineering
Causevic Mehmed
Mehmed Čaušević
University of Rijeka
Faculty of Civil Engineering