Utrata Stateczności przez Zniekształcenie Przekroju Poprzecznego Pręta Cienkościennego

We consider a thin-walled bar with closed quadratic cross-section (Fig. 1). The possibility is investigated of stability loss where all the walls buckle in their planes, the axis of the beam remaining rectilinear. The cross-section of the bar is thus deformed. It is assumed that the end sections x =...

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Bibliographic Details
Main Author: A. Chudzikiewicz
Format: Article
Language:English
Published: Institute of Fundamental Technological Research 1960-03-01
Series:Engineering Transactions
Online Access:https://et.ippt.pan.pl/index.php/et/article/view/2909
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