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A platform for research: civil engineering, architecture and urbanism
Buckling Load and Post-Buckling Behavior of Tapered Column with Constant Volume, Regular Polygon Cross-Section and Both Clamped Ends
Numerical methods are developed for calculating the buckling load and obtaining the elastica of tapered column with regular polygon cross-section and both clamped ends, whose material volume and span length are always held constant. The differential equations governing the buckled shape of such column are derived and solved numerically. As the numerical results, the equilibrium paths and the buckling loads are reported. Also the strongest columns by taper type and cross-sectional shape are identified.
Buckling Load and Post-Buckling Behavior of Tapered Column with Constant Volume, Regular Polygon Cross-Section and Both Clamped Ends
Numerical methods are developed for calculating the buckling load and obtaining the elastica of tapered column with regular polygon cross-section and both clamped ends, whose material volume and span length are always held constant. The differential equations governing the buckled shape of such column are derived and solved numerically. As the numerical results, the equilibrium paths and the buckling loads are reported. Also the strongest columns by taper type and cross-sectional shape are identified.
Buckling Load and Post-Buckling Behavior of Tapered Column with Constant Volume, Regular Polygon Cross-Section and Both Clamped Ends
Oh, Sang Jin (author) / Lee, Byoung Koo (author) / Park, Kwang Kyou (author) / Choi, Kou Moon (author)
Eighth International Conference on Computing in Civil and Building Engineering (ICCCBE-VIII) ; 2000 ; Stanford, California, United States
2000-08-04
Conference paper
Electronic Resource
English
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