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