摘要

Extending some results by Sok and LewiA%26quot;ski (Struct Multidisc Optim 42:835-853, 2010), the optimal topology of bi-symmetric trusses with two symmetrically placed pointloads is determined analytically, and verified by highly accurate numerical calculations. It is rather remarkable that Michell%26apos;s best-known classical solution had to wait over hundred years for its generalization from one to two point loads. Some implications of these solutions, including properties of so-called O-regions, are also discussed.

  • 出版日期2012-10