FGM and Laminated Doubly-Curved and Degenerate Shells Resting on Nonlinear Elastic Foundations: A GDQ Solution for Static Analysis with a Posteriori Stress and Strain Recovery
By Francesco Tornabene, J. Reddy. 2013
135 citations recorded by the source corpus.
View Paper: https://www.semanticscholar.org/paper/a0542fccd8afd037ae834b70e69374a65281008a
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
- Francesco Tornabene
- Nicholas Fantuzzi
- Erasmo Viola
- Thuc P. Vo
- M. Bacciocchi
- Huu-Tai Thai
- Trung‐Kien Nguyen
- A. S. Sayyad
Citations in the corpus
- Static behaviour of functionally graded sandwich beams using a quasi-3D theory (2015, methodology): “By using these theories, although many papers have been devoted to study static, vibration and buckling analysis of FG structures such as shells ([1]-[3]), plates ([4]-[8]), sandwich plates ([9]-[11]) and beams ([12]-[26]), only some of them are cited here.”
- Strong formulation finite element method for arbitrarily shaped laminated plates - Part I. Theoretical analysis (2014, background): “It has been shown by several papers in literature that sometimes it is convenient to use a different number of grid points when the two coordinate directions have different length MN (Tornabene and Reddy 2013 and Tornabene et al. 2013b, 2014a, b).”