Equivalent single layer higher order theory based on a weak formulation for the dynamic analysis of anisotropic doubly-curved shells with arbitrary geometry and variable thickness

Author:

Tornabene FrancescoORCID,Viscoti MatteoORCID,Dimitri RossanaORCID

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference70 articles.

1. An Introduction to the Mathematical Theory of Finite Elements;Oden,1976

2. Isogeometric shell analysis: the Reissner–Mindlin shell;Benson;Comput. Methods Appl. Mech. Engrg.,2010

3. Equivalent single-layer and layerwise shell theories and rigid-body motions—part I: foundations;Kulikov;Mech. Adv. Mater. Struct.,2005

4. Thin Elastic Shells;Kraus,1967

5. Anisotropic Doubly-Curved Shells. Higher-Order Strong and Weak Formulations for Arbitrarily Shaped Shell Structures;Tornabene,2018

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