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 |
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Hauptverfasser: | , , |
Format: | Artikel |
Sprache: | eng |
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Online-Zugang: | Volltext |
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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. |
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ISSN: | 0263-8231 1879-3223 |
DOI: | 10.1016/j.tws.2010.09.009 |