An asymptotic approach for the evaluation of errors resulting from estimations of stability limits in nonlinear elasticity

Author:

Helnwein P.,Mang H. A.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Computational Mechanics

Reference16 articles.

1. Brendel, B.: Geometrisch nichtlineare Elastostatik. Dr.-Ing. thesis, University of Stuttgart, Germany (1979).

2. Brendel, B., Ramm, E., Fischer, F. D., Rammerstorfer, F. G.: Linear and nonlinear stability analysis of thin cylindrical shells under wind loads. J. Struct. Mech.9, 91?113 (1981).

3. Gallagher, R. H., Yang, H. T. Y.: Elastic instability predictions for doubly-curved shells. In: Proceedings 2nd Conf. Matrix Meth. Struct. Mech., Wright-Paterson A. F. Base, Ohio, pp. 711-(1968).

4. Bushnell, D.: Stress, stability and vibration of complex branched shells of revolution: analysis and user manual for BOSOR 4. NASA CR-2116 (1972).

5. Mallet, R. H., Marçal, P. V.: Finite element analysis of nonlinear structures. J. Struct. Div. Proc. ASCE94, 2081?2105 (1968).

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