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 |
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Pages (from-to) | 902-940 |
Number of pages | 39 |
Journal | International Journal for Numerical Methods in Engineering |
Volume | 108 |
Issue number | 8 |
Early online date | 28 Mar 2016 |
DOIs | |
Publication status | Published - 23 Nov 2016 |
Keywords
- Asymptotic post-buckling
- Composite optimization
- Composite structures
- Continuous fiber angle optimization
- Koiter's method
- Post-buckling optimization
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Dive into the research topics of 'Post-buckling optimization of composite structures using Koiter's method'. Together they form a unique fingerprint.Profiles
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Professor Paul M Weaver
- School of Civil, Aerospace and Design Engineering - Professor in Lightweight Structures
- Cabot Institute for the Environment
- Composites University Technology Centre (UTC)
- Bristol Composites Institute
Person: Academic , Member