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

Services: Buy this book/Buy this article

 

Return to search