Proceedings of the Korean Fiber Society Conference (한국섬유공학회:학술대회논문집)
- 2003.10b
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- Pages.80-83
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- 2003
A Simple Solution of Lateral Buckling of an Elastica with Self-Contact
자기접촉을 가지는 일래스티카 기둥의 수평좌굴 해의 간단한 해법
- Jung, Jae-Ho (School of Materials Science and Technology, SNU) ;
- Kang, Tae-Jin (School of materials Science and Technology, SN) ;
- Lee, Kyung-Woo (Division of Fashion and Textile, Dong-A Univ.)
- Published : 2003.10.01
Abstract
Exact Solution of lateral buckling of elastica column with self-contact was obtained. By assuming that there exists a counter force to maintain the horizontal coordinate at contact point to be the same value as that of highest point of bent beam, we could prevent the shape of solution from overlapping with each other. As the simpliest case, we obtained the elliptic integral solutions of the laterally post-buckled shape of linear elastic inextensible column under concentrated load. (omitted)
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