Structural Topology Optimization Under Design-Dependent Loads

Author(s):  
Bin Zheng ◽  
Hae Chang Gea

In this paper, topology optimization of structure subject to design-dependent loads is studied. The position and direction of the design-dependent loads will change as the shape and topology of structure changes during optimization iteration. A potential function is introduced to locate the surface boundary. Design sensitivity analysis is derived. Examples from the proposed method are presented.

Author(s):  
Lei Shu ◽  
Michael Yu Wang ◽  
Zongde Fang ◽  
Zhengdong Ma

For the purpose of structure vibration reduction, a structural topology optimization for forced vibration problem is proposed based on the level set method. The objective of present study is to minimize the frequency response at the specified points or surfaces on the structure with an excitation frequency or a frequency range, subject to the given amount of the material over the admissible design domain. The sensitivity analysis with respect to the structural boundaries is carried out, while the X-FEM is employed for solving the state equation and the adjoint equation. The optimal structure with smooth boundaries is obtained by the level set evolution with advection velocity, derived from the sensitivity analysis and the optimization algorithm. A number of two-dimensional numerical examples are presented to demonstrate the feasibility and effectiveness of the proposed approach.


Author(s):  
Ciro A. Soto ◽  
R. J. Yang ◽  
Richard DeVries

Abstract This work deals with the problem of computing the optimum topology of structures subject to a force frequency spectrum. The analysis is done in the frequency domain and the optimum topology is computed using the simplified density approach. Optimization formulation as well as the sensitivity analysis are discussed. An example showing the capabilities of the computational implementation is presented.


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