Deformation and buckling of axially compressed cylindrical shells with local loads in numerical simulation and experiments

By means of geometrically non-linear modeling of the test process for high-quality specimens of thin-walled cylinders using a shell finite element implemented in ANSYS, it has been proved that this numerical approach is applicable for design of real axially compressed circular cylindrical shells und...

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Veröffentlicht in:Thin-walled structures 2011-05, Vol.49 (5), p.576-580
Hauptverfasser: Krasovsky, V., Marchenko, V., Schmidt, R.
Format: Artikel
Sprache:eng
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Zusammenfassung:By means of geometrically non-linear modeling of the test process for high-quality specimens of thin-walled cylinders using a shell finite element implemented in ANSYS, it has been proved that this numerical approach is applicable for design of real axially compressed circular cylindrical shells under external local quasi-static loads.
ISSN:0263-8231
1879-3223
DOI:10.1016/j.tws.2010.09.009