Accurate and efficient a posteriori account of geometrical imperfections in Koiter finite element analysis. (21st April 2017)

• Record Type: Journal Article
• Authors: Garcea, G.; Liguori, F. S.; Leonetti, L.; Magisano, D.; Madeo, A.
• Is Part Of: International journal for numerical methods in engineering. Volume 112:Number 9(2017)
• Page Start: 1154
• Page End: 1174
• Publication Date: 2017-04-21
• Subjects: Koiter FE method -- geometrical imperfections -- post‐buckling -- limit load -- imperfection sensitivity -- finite elements; Numerical analysis -- Periodicals; Engineering mathematics -- Periodicals; 620.001518
• DOI: 10.1002/nme.5550
• Languages: English
• ISSNs: 0029-5981

Abstract

Summary: The Koiter method recovers the equilibrium path of an elastic structure using a reduced model, obtained by means of a quadratic asymptotic expansion of the finite element model. Its main feature is the possibility of efficiently performing sensitivity analysis by including a posteriori the effects of the imperfections in the reduced nonlinear equations. The state‐of‐art treatment of geometrical imperfections is accurate only for small imperfection amplitudes and linear pre‐critical behaviour. This work enlarges the validity of the method to a wider range of practical problems through a new approach, which accurately takes into account the imperfection without losing the benefits of the a posteriori treatment. A mixed solid‐shell finite element is used to build the discrete model. A large number of numerical tests, regarding nonlinear buckling problems, modal interaction, unstable post‐critical and imperfection sensitive structures, validates the proposal. Copyright © 2017 John Wiley & Sons, Ltd.