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Elastic Stability of a Laminated Column

by Charles E. S. Ueng, Inst of Technology, Atlanta, United States,



Document Type: Proceeding Paper

Part of: Mechanics Computing in 1990's and Beyond

Abstract:

Buckling load of an unsymmetric, laminated column is obtained through the use of imperfection method. The condition requiring to have non-vanishing bending moment at the ends of a pinned-pinned column is preserved.

Subject Headings: Laminated materials | Buckling | Load factors | Elastic analysis | Composite structures | Moment (mechanics) | Bending (structural)

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