Elastic Stability of a Laminated Columnby Charles E. S. Ueng, Inst of Technology, Atlanta, United States,
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: Columns | Laminated materials | Load factors | Buckling | Bending (structural) | Moment (mechanics) | Elastic analysis
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