Abstract
Thin-walled structures, when compressed, are prone to buckling. To fully utilize the capabilities of such structures, the post-buckling response should be considered and optimized in the design process. This work presents a novel method for gradient-based design optimization of the post-buckling performance of structures. The post-buckling analysis is based on Koiter's asymptotic method. To perform gradient-based optimization, the design sensitivities of the Koiter factors are derived, and new design optimization formulations based on the Koiter factors are presented. The proposed optimization formulations are demonstrated on a composite square plate and a curved panel where the post-buckling stability is optimized.
| Original language | English |
|---|---|
| Pages (from-to) | 902-940 |
| Number of pages | 39 |
| Journal | International Journal for Numerical Methods in Engineering |
| Volume | 108 |
| Issue number | 8 |
| DOIs | |
| Publication status | Published - 23 Nov 2016 |
| Externally published | Yes |
Keywords
- Koiter's method
- asymptotic post-buckling
- composite optimization
- composite structures
- continuous fiber angle optimization
- post-buckling optimization