Quasi-consistent efficient meshfree thin shell formulation with naturally stabilized enforced essential boundary conditions

Author:

Wu JunchaoORCID,Xu Yangtao,Xu Bin,Basha Syed Humayun

Funder

Fujian Provincial Natural Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference41 articles.

1. Beams, plates and shells;Donnell,1976

2. Analysis of thick and thin shell structures by curved finite elements;Ahmad;Internat J Numer Methods Engrg,1970

3. The finite element method: Linear static and dynamic finite element analysis;Hughes,2000

4. On a stress resultant geometrically exact shell model. Part I: Formulation and optimal parametrization;Simo;Comput Methods Appl Mech Engrg,1989

5. Analysis of thin shells by the Element-Free Galerkin method;Krysl;Int J Solids Struct,1996

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1. A new meshfree variational multiscale (VMS) method for essential boundary conditions;Computer Methods in Applied Mechanics and Engineering;2024-07

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