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MALIŠ, M. URÍK, T.
Original Title
COMPARISON OF THREE TYPES OF IMPERFECTIONS APPLIED DURING BUCKLING ANALYSIS OF CYLINDRICAL SHELL UNDER COMPRESSIVE LOAD
Type
conference paper
Language
English
Original Abstract
Thin-walled structures like unstiffened cylindrical shells are prone to buckling. The imperfections, deviation from ideal shape, loading path or cutouts can considerably reduce buckling load of the structure. Three types of imperfections have been considered and compared – geometrical imperfection represented by single perturbation load approach and two types of cutouts, the circular and the rectangular one. Abaqus standard software package have been used for analysis of cylindrical shells made from composite material.
Keywords
buckling, composite, CFRP, FAE, FEM, Abaqus
Authors
MALIŠ, M.; URÍK, T.
RIV year
2013
Released
22. 6. 2013
Publisher
Akademické nakladetelství CERM
Location
Brno
ISBN
978-80-7204-843-4
Book
New Trends in Civil Aviation 2013
Edition
Pages from
63
Pages to
67
Pages count
5
BibTex
@inproceedings{BUT100708, author="Michal {Mališ} and Tomáš {Urík}", title="COMPARISON OF THREE TYPES OF IMPERFECTIONS APPLIED DURING BUCKLING ANALYSIS OF CYLINDRICAL SHELL UNDER COMPRESSIVE LOAD", booktitle="New Trends in Civil Aviation 2013", year="2013", series="2013", pages="63--67", publisher="Akademické nakladetelství CERM", address="Brno", isbn="978-80-7204-843-4" }