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


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 | Elastic analysis | Buckling | Load factors | Composite structures | Bending (structural) | Moment (mechanics)

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