Open Access
ARTICLE
Interpretable Machine-Learning-Assisted Stochastic Buckling Assessment of Cylindrical Shells with Random Geometric Imperfections
1 Department of Civil Engineering, Hangzhou City University, Hangzhou, China
2 School of Mechanics and Transportation Engineering, Northwestern Polytechnical University, Xi’an, China
* Corresponding Author: Zhiqiang Wan. Email:
(This article belongs to the Special Issue: AI-Enhanced Computational Mechanics and Structural Optimization Methods)
Computer Modeling in Engineering & Sciences 2026, 148(3), 12 https://doi.org/10.32604/cmes.2026.088012
Received 26 June 2026; Accepted 04 September 2026; Issue published 28 September 2026
Abstract
Initial geometric imperfections critically affect cylindrical-shell buckling, yet the influence of imperfection morphology remains difficult to separate from that of amplitude. This study develops an interpretable machine-learning-assisted framework for stochastic buckling assessment of cylindrical shells with random geometric imperfections. Circumferentially continuous Gaussian imperfection fields with different normalized correlation lengths are generated under a fixed root-mean-square (RMS) amplitude. Nonlinear Riks analyses are performed to construct a finite-element database of the corresponding buckling responses. Feature diagnosis is used to identify response-relevant descriptors of imperfection morphology. Compact surrogate models are subsequently evaluated for sample-level prediction and group-level statistical trend representation. The buckling resistance first decreases and then increases with increasing correlation length, demonstrating a pronounced non-monotonic morphology effect. Among the considered descriptors, the RMS edge jump is identified as the most informative field-derived measure and provides robust predictive information across multiple regression models. The proposed framework provides a compact link between imperfection morphology and stochastic buckling response.Keywords
Cite This Article
Copyright © 2026 The Author(s). Published by Tech Science Press.This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.


Submit a Paper
Propose a Special lssue
View Full Text
Download PDF
Downloads
Citation Tools