Optimal Shape Design of Columns for Bucklingby Yoram Reich, Carnegie Mellon Univ, United States,
Moshe Eisenberger, Carnegie Mellon Univ, United States,
Abstract: A procedure for the shape optimization of a column for prescribed buckling load is developed. The procedure uses a new analysis technique that enables the formulation of the optimization problem with a small number of design variables. The procedure is flexible and allows to incorporate other constraints and boundary conditions. Two examples are solved to demonstrate the accuracy and flexibility of the new method.
Subject Headings: Steel structures | Structural stability | Steel columns | Optimization models | Buckling | Structural design
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