Elastic Initial and Post-local Buckling of Profiled through Girders
نویسندگان
چکیده مقاله:
An experiment investigating the elastic local buckling response of trough girders composed of thin profiled steel sheeting has been undertaken Beam tests were performed to promote initial local buckling in a region of constant moment in the elastic range of structural response. The results of the experiments were compared with an elastic complex semi-analytical finite strip method of analysis, and acceptable correlation was obtained. The post-local buckling behavior was monitored in the experiments, and this response showed good agreement with a nonlinear finite strip method developed elsewhere.
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عنوان ژورنال
دوره 12 شماره 1
صفحات 1- 12
تاریخ انتشار 1999-02-01
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