Pulse Buckling of a Thin-Walled CFRP Cylindrical Shell – A Numerical Approach

Monika Zaczynska, H. Abramovich, C. Bisagni

Research output: Chapter in Book/Conference proceedings/Edited volumeConference contributionScientificpeer-review

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Abstract

The present study investigates the behaviour of a CFRP cylindrical shell under compressive pulse loading. The in-pulse analyses are performed numerically, using the finite element code ABAQUS. The dynamic buckling load is determined using the Budiansky & Hutchinson criterion. Parameters like the shape of pulse loading and pulse duration were varied, and their influence on the Dynamic Load Factor (DLF) was investigated. The investigation shows that DLF tends to increase well above unity for short duration impulses, while for the larger duration the value is decreasing towards unity. The shape of the pulse also has a significant influence on the DLF value. DLF<1 was found only for a trapezoidal pulse. For sinusoidal pulse shape, the static buckling load of the CFRP shell was consistently below the dynamic one.
Original languageEnglish
Title of host publicationProceedings of the 8th International Conference on Coupled Instabilities in Metal Structures Lodz University of Technology
Subtitle of host publicationPoland, July 12-14, 2021
Number of pages8
DOIs
Publication statusPublished - 2021
Event8th International Conference on Coupled Instabilities in Metal Structures Lodz University of Technology - Virtual/online event
Duration: 12 Jul 202114 Aug 2021

Conference

Conference8th International Conference on Coupled Instabilities in Metal Structures Lodz University of Technology
Abbreviated titleCIMS 2020
Period12/07/2114/08/21

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