Steel plate elements subjected to load in their own plane – buckling factors and critical loads

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 bound...

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Bibliographic Details
Main Authors: Mehmed Čaušević, Mladen Bulić
Format: Article
Language:English
Published: Croatian Association of Civil Engineers 2012-03-01
Series:Građevinar
Online Access:https://doi.org/10.14256/JCE.640.2011