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Finite element procedures in engineering analysis
- Publisher
- de Gruyter
- Copyright
- Copyright © 2016 by the
- ISSN
- 1804-4824
- eISSN
- 1804-4824
- DOI
- 10.1515/tvsb-2016-0013
- Publisher site
- See Article on Publisher Site
Abstract
Abstract Elastic shallow shell of translation subjected to the external pressure is analysed in the paper numerically by FEM. Nonlinear equilibrium paths are calculated for the different boundary conditions. Special attention is paid to the influence of initial imperfection on the limit load level of fundamental load-displacement path of nonlinear analysis. ANSYS system was used for analysis, arclength method was chosen for obtain fundamental load-displacement path of solution.
Journal
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series. – de Gruyter
Published: Dec 1, 2016