An eight‐node hybrid‐stress solid‐shell element for geometric non‐linear analysis of elastic shells
By Kam-Yim Sze, W. K. Chan, T. Pian. 2002
187 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/3c8ce6b983ecaf3b044cf0f53ea28d5e81032b1f
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Civil and Structural Engineering
In Mechanics of Materials
- L. Leonetti
- D. Magisano
- Giovanni Garcea
- S. Lo
- Alfonso Pagani
- Erasmo Carrera
- Konstantinos Spiliopoulos
- Konstantinos Panagiotou
Citations in the corpus
- An efficient mixed variational reduced‐order model formulation for nonlinear analyses of elastic shells (2018, unknown): “and the relation: cαβγδ = (uα,uβ ,uγ ,uδ) − 2 3 [uTαβ(uδγ ) + uTβγ(uδα) + uTγα(uδβ)], (17)”
- Popular benchmark problems for geometric nonlinear analysis of shells (2004, background): “These problems have been considered in references [4-12,15,17,18,20,21,24,26,2830,33,36,38,43,47,48], among others, and are particularly popular due to the snapping behavior.”
- Advantages of the mixed format in geometrically nonlinear analysis of beams and shells using solid finite elements (2017, methodology): “The framework proposed is easy to extend to other mixed solid or solid-shell elements [1, 17, 19].”