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An Improved Neutrosophic Number Optimization Method for Optimal Design of Truss Structures

机译:桁架结构优化设计的一种改进的中智数优化方法

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摘要

To overcome the complex calculation and difficult solution problems in existing solution methods of neutrosophic number (NN) optimization models, this paper proposes an improved NN optimization method to solve NN optimization models by use of the Matlab built-in function "fminconQ" corresponding to the indeterminacy / and the indeterminate scale A. Next, the proposed NN optimization method is applied to a three-bar planar truss structural design with indeterminate information to achieve the minimum weight objective under stress and deflection constraints as a NN nonlinear optimization design example. The optimal solutions of the truss structural design demonstrate the feasibility and flexibility of the proposed NN nonlinear optimization method under indeterminate environment. Finally, by taking some specified indeterminate scale we can also obtain a suitable optimal solution to satisfy some specified actual requirement under indeterminate environments.
机译:为了克服现有的中智数(NN)优化模型求解方法中的复杂计算和难以求解的问题,本文提出了一种改进的NN优化方法,利用Matlab内置函数“ fminconQ”对应的方法来求解NN优化模型。接下来,将所提出的NN优化方法应用于具有不确定信息的三杆平面桁架结构设计,以在应力和挠度约束下实现最小重量目标,作为NN非线性优化设计实例。桁架结构设计的最优解证明了不确定环境下提出的NN非线性优化方法的可行性和灵活性。最后,通过采用某些不确定的标度,我们还可以获得合适的最优解,以满足不确定环境下的某些特定实际需求。

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