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

Građevinar

article

Mehmed Čaušević¹  Mladen Bulić¹ 

[1] University of Rijeka Faculty of Civil Engineering

关键词: plate girders;    critical stress;    buckling factor;    plate element stability;    computer program EBPlate;   

DOI  :  10.14256/JCE.640.2011

学科分类：社会科学、人文和艺术（综合）

来源: Hrvatsko Drustvo Gradevinskih Inzenjera

【 摘 要 】

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.

【 授权许可】

CC BY