Applied Mathematics and Mechanics (English Edition) ›› 1987, Vol. 8 ›› Issue (5): 397-405.

• 论文 •    下一篇

OPTIMAL ELASTIC DESIGN OF BEAMS

唐燮黎1, 叶开沅2   

  1. 1. Hehai University, Nanjing;
    2. Lanzhou University, Lanzhou
  • 收稿日期:1986-04-10 出版日期:1987-05-18 发布日期:1987-05-18
  • 基金资助:
    Project supported by the Science and Technics Fund of the Chinese National Educational Committee.

OPTIMAL ELASTIC DESIGN OF BEAMS

Tang Xie-li1, Yeh Kai-yuan2   

  1. 1. Hehai University, Nanjing;
    2. Lanzhou University, Lanzhou
  • Received:1986-04-10 Online:1987-05-18 Published:1987-05-18
  • Supported by:
    Project supported by the Science and Technics Fund of the Chinese National Educational Committee.

摘要: According to the principle of minimum complementary energy a mathematical statement of optimal strength design problem for elastic beams is formulated in this research, which is an extremum problem of functionals with equality and inequality constraints. Further the application of the Lagrangian multiplier method yields the necessary conditions for extrema. A set of relations that must be satisfied for the optimal solution follows afterwards. This set of relations can be used to verify the optimality of a uniform strength design or any feasible elastic design. An iterative numerical method to find the optimal solution when the uniform strength design is not optimal is also presented in this paper.

关键词: input-output equation, solvability, continuity, surjectivity, fixed point,upper semi-continuous, upper hemi-continuous, nonlinear analysis

Abstract: According to the principle of minimum complementary energy a mathematical statement of optimal strength design problem for elastic beams is formulated in this research, which is an extremum problem of functionals with equality and inequality constraints. Further the application of the Lagrangian multiplier method yields the necessary conditions for extrema. A set of relations that must be satisfied for the optimal solution follows afterwards. This set of relations can be used to verify the optimality of a uniform strength design or any feasible elastic design. An iterative numerical method to find the optimal solution when the uniform strength design is not optimal is also presented in this paper.

Key words: input-output equation, solvability, continuity, surjectivity, fixed point,upper semi-continuous, upper hemi-continuous, nonlinear analysis

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