Direct calculation of buckling strength
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Baisheng Wu
📂
Article
📅
2000
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Elsevier Science
🌐
English
⚖ 204 KB
This paper is concerned with the direct calculation of buckling strength of an imperfect structure. The main assumptions are that, for the perfect structure, there is a symmetric or a linear fundamental path and the corresponding ®rst critical point is a simple symmetry-breaking or a simple bifurcat