Nonlinear bending of shear deformable laminated plates under transverse and in-plane loads and resting on elastic foundations
By Hui‐Shen Shen. 2000
46 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/3a44dc7885a277aa539b67e01978d22f65dace02
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
Citations in the corpus
- Nonlinear bending analysis of FG-CNT reinforced composite thick plates resting on Pasternak foundations using the element-free IMLS-Ritz method (2015, methodology): “As with FEM techniques, the SSSS boundary conditions are set as u 1⁄4 w 1⁄4 hy 1⁄4 0; for x 1⁄4 0 and a; ð79Þ m 1⁄4 w 1⁄4 hx 1⁄4 0; for y 1⁄4 0 and b: ð80Þ The following geometry parameters and non-dimensional material properties are utilized in this investigation [39]: a 1⁄4 b 1⁄4 1; t 1⁄4 0:01; E ”
- Nonlinear bending of functionally graded carbon nanotube-reinforced composite plates in thermal environments (2009, background): “sure, excluding thermal effects, were examined by many comparison studies given in Shen [15,34–36], e.”
- Large deflection analysis of functionally graded carbon nanotube-reinforced composite plates by the element-free kp-Ritz method (2013, methodology): “For postbuckling analyses, CNTRC cylindrical shells subject to axial compression and lateral pressure in thermal environments were investigated by Shen [23,24] as well as a similar analysis of functionally graded nanocomposite plates subjected to in-plane temperature variation was also presented by ”