Authors: Kristo Mela
Publish Date: 2014/07/01
Volume: 50, Issue: 6, Pages: 1037-1049
Abstract
In this paper several issues related to member buckling in truss topology optimization are treated In the conventional formulations where crosssectional areas of ground structure members are the design variables member buckling constraints are known to be very difficult to handle both numerically and theoretically Buckling constraints produce a feasible set that is nonconnected and nonconvex Furthermore the socalled jump in the buckling length phenomenon introduces severe difficulties for determining the correct buckling strength of parallel consecutive compression members These issues are handled in the paper by employing a mixed variable formulation of truss topology optimization problems In this formulation member buckling constraints become linear Parallel consecutive members of the ground structure are identified as chains and overlapping members are added to the ground structure between each pair of nodes of a chain Buckling constraints are written for every member and linear constraints on the binary member existence variables disallow impractical topologies In the proposed approach Euler buckling as well as buckling according to various design codes can be incorporated Numerical examples demonstrate that the optimum topology depends on whether the buckling constraints are derived from Euler’s theory or from design codes
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