Abstract

In practical engineering, uncertain loads usually cause the variations of structure stiffness to affect the security of the structure. To enhance the reliability and find the optimum structure in engineering, a topology optimization method is developed for the optimization of structural stiffness in this paper. The first-order saddle point approximation method is introduced into the topology optimization process. A multi-constrained stiffness optimization model considering uncertain loads is proposed. The corresponding sensitivity mathematical formula for stiffness is also given. The complete optimization iteration process is given. The structural stiffness optimization problems with the joint constraints of volume and displacement are solved here to illustrate the application of the proposed method. In the examples, a U-shape groove in different working situations is considered which includes the single node displacement constraint and the multi-node displacement constraint. The corresponding optimization results of different working situations are compared, and the results accord with the law of engineering.

Highlights

  • As the complexity of engineering increasing, the study of structural optimization has obtained more and more attentions

  • Bendsøe and Kikuchi propose the concept of the numerical topology optimization, which is based on the optimization methods and the homogenization theory [7]

  • This paper proposes a new method of topology optimization under uncertain load with the first order saddlepoint approximation

Read more

Summary

INTRODUCTION

As the complexity of engineering increasing, the study of structural optimization has obtained more and more attentions. As one of the optimization strategies, the topology optimization has been widely utilized in engineering structural design [4]–[6]. The method with simplified processing leads to a lower confidence in the calculation results In engineering practice, these uncertainties could lead to the instability of the system or even have influence on safety [16]–[27]. D. Shi et al.: Structure Topology Optimization With the First-Order Saddlepoint Approximation topology optimization method under uncertain loads. This paper proposes a new method of topology optimization under uncertain load with the first order saddlepoint approximation. The stiffness optimization of multi-constrained structures under uncertain loads are mainly considers.

THE FIRST ORDER SADDLEPOINT APPROXIMATION METHOD
THE STRUCTURAL OPTIMIZATION MODEL
NUMERICAL EXAMPLES
Findings
CONCLUSION
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.