航空学报 > 1983, Vol. 4 Issue (1): 22-26

静定、静不定结构重量特性三定理及其应用

冯元生   

  1. 西北工业大学
  • 收稿日期:1981-02-01 修回日期:1900-01-01 出版日期:1983-03-25 发布日期:1983-03-25

THREE THEOREMS OF WEIGHT CHARACTERISTICS OF STATICALLY DETERMINATE AND INDETERMINATE STRUCTURES AND THEIR APPLICATION

Feng Yuansheng   

  1. Northwestern Polytechnical University
  • Received:1981-02-01 Revised:1900-01-01 Online:1983-03-25 Published:1983-03-25

摘要: 究竟是静定结构轻还是静不定结构轻,一直是结构设计人员所关心的问题。本文提出和证明了静定、静不定结构重量特性的三个定理,阐明了这个问题的本质。限于篇幅,本文只附一个算例——10杆平面桁架结构优化问题,这是国际上一个难度很高的算例,一般需迭代10次以上,且得到的解仍不够好,本文只迭代2次,即可得很好解。对于其他适用本定理解的算例,通常都只需迭代1~2次即可得到很好解。

Abstract: Structure designers are concerned about whether the statically determinate or indeterminate structure is lighter.Therefore,three theorems for weight characteristics of statically determinate and indeterminate structures are presented and proved,and the essentials of the problem are explained in this paper.Due to the limited space on printed pages only one example,i.e.the optimization of a 10-bar plane truss is given.It is a rather difficult task and usually requires more than 10 iterations;even so,its solution is not good enough.But it is calculated only by two iterations in this paper,and its solution is quite well.In general,for other examples suitable to the above mentioned theorems,it is possible to obtain a satisfactory solution only through one or two iterations.