2002年10月4日
121 複数載荷を受けるトラスの応力制約と局所制約の下でのトポロジー最適化
最適化シンポジウム講演論文集
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- 記述言語
- 日本語
- 会議種別
A truss topology optimization problem under stress constraints is formulated as a mixed integer programming problem with variables indicating existence of nodes and members. The local constrains on nodal stability and intersection of members are considered, and a moderately large lower bound is given for the cross-sectional area of an existing member. A branch-and-bound method is presented for obtaining good lower-and upper-bound solutions. A method is also presented for obtaining an approximate solution by successively solving relaxed nonlinear programming problems based on a variable fixing technique.