Influential geometric imperfections in buckling of axially compressed cylindrical shells – A novel approach
Authors:
- Z. SadovskýZSZ. Sadovský
- J. KriváčekJKJ. Kriváček
- 1 November 2020
- journal article
- research article
- Published by Elsevier in Engineering Structures
- Vol. 223
Abstract
No abstract availableKeywords
Funding Information
- Agentúra Ministerstva Školstva, Vedy, Výskumu a Športu SR
- Agentúra na Podporu Výskumu a Vývoja
This publication has 18 references indexed in Scilit:
- Robust design criterion for axially loaded cylindrical shells - Simulation and ValidationThin-Walled Structures, 2017
- Stimulating the realistic worst case buckling scenario of axially compressed unstiffened cylindrical composite shellsComposite Structures, 2017
- Influence of imperfection distributions for cylindrical stiffened shells with weld landsThin-Walled Structures, 2015
- Comparison of theoretical approaches to account for geometrical imperfections of unstiffened isotropic thin walled cylindrical shell structures under axial compressionThin-Walled Structures, 2015
- Geometric imperfections and lower-bound methods used to calculate knock-down factors for axially compressed composite cylindrical shellsThin-Walled Structures, 2014
- Robust design of composite cylindrical shells under axial compression — Simulation and validationThin-Walled Structures, 2008
- Shell Buckling Design Criteria Based on Manufacturing Imperfection SignaturesAIAA Journal, 2006
- Future directions and challenges in shell stability analysisThin-Walled Structures, 2002
- Stability of steel shell structuresJournal of Constructional Steel Research, 2000
- Direct evaluation of the ‘worst’ imperfection shape in shell bucklingComputer Methods in Applied Mechanics and Engineering, 1997