The optimal model of truss structure is established , in which the cross sectional areas of bar are taken as design variables , the structure weight is taken as objective function . in the process , the reliability of structural displacement and bar stress and the fundamental frequency are taken as constraint functions . from the engineering practice , all the reliability constraints , which are implicit generally with the design variables , are equalized and transferred to the conventional explicit constraints 本文将主要考虑桁架结构的优化问题,首先建立数学模型,即以桁架的横截面积为设计变量、以重量最小为优化目标,位移、应力等可靠性及基频为约束条件;最后,从工程实际出发,对结构系统的可靠性隐形约束进行等价显化处理,使之转化为常规的横截面积优化问题。
In the end of this thesis , basis on the structure dimension of a specifically submarine , some solutions for strengthening structure are discussed , such as increasing the thickness of shell , reducing the spacing of frames , increasing the bending inertial moments of frame and setting the intermediate stiffer , when the extreme diving depth becomes 450m or 600m . comparing these structure weights , the excellent solution is the lightest structure 本文最后以某核潜艇指挥舱的结构形式作为计算实例,对下潜深度分别增加到450米和600米的情况,选择增加壳板厚度、缩小肋骨间距、增加肋骨尺寸以及加设中间支骨等加强方案,经分析确定其中结构重量最轻的方案为最佳设计方案。