Remarkable postbuckling paths analyzed by means of the consistently linearized eigenproblem

Author:

Steinboeck A.,Jia X.,Hoefinger G.,Rubin H.,Mang H. A.

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference16 articles.

1. Gallagher RH, Yang HTY. Elastic instability predictions for doubly-curved shells. Proceedings of the Second Conference on Matrix Methods in Structural Mechanics, Wright-Patterson Air Force Base, Ohio, New Jersey, 1968; 711-739.

2. Brendel B. Geometrisch nichtlineare elastostatik [in German: geometrically nonlinear elastostatics]. Ph.D. Thesis, Institut für Baustatik der Universität Stuttgart, Deutschland, 1979.

3. Linear and nonlinear stability analysis of thin cylindrical shells under wind loads;Brendel;Journal of Structural Mechanics,1981

4. Helnwein P. Zur initialen Abschätzbarkeit von Stabilitätsgrenzen auf nichtlinearen Last-Verschiebungspfaden elastischer Strukturen mittels der Methode der Finiten Elemente [in German: on ab initio assessability of stability limits on nonlinear load-displacement paths of elastic structures by means of the finite element method]. Ph.D. Thesis, Technische Universität Wien, Österreichischer Kunst und Kulturverlag, Wien, 1997.

5. An asymptotic approach for the evaluation of errors resulting from estimations of stability limits in nonlinear elasticity;Helnwein;Acta Mechanica,1997

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