Free vibration of functionally graded rectangular plates using first-order shear deformation plate theory
By Shahrokh Hosseini-Hashemi, H. Taher, Hamed Akhavan, Meisam Omidi. 2010
325 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Materials Chemistry, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/c91ff2d0d891b49e8fe37ea93ebab649101f1a1e
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
- Huu-Tai Thai
- Trung‐Kien Nguyen
- Thuc P. Vo
- D. Choi
- Tinh Quoc Bui
- Ali Reza Saidi
- T. Park
- A. H. Baferani
In Materials Chemistry
- Thuc P. Vo
- Shahrokh Hosseini-Hashemi
- Huu-Tai Thai
- D. Choi
- Trung‐Kien Nguyen
- M. Fadaee
- S. R. Atashipour
- Tinh Quoc Bui
In Mechanics of Materials
- Huu-Tai Thai
- Trung‐Kien Nguyen
- Thuc P. Vo
- D. Choi
- Tinh Quoc Bui
- Ali Reza Saidi
- Shahrokh Hosseini-Hashemi
- T. Park
Citations in the corpus
- A quasi-3D hyperbolic shear deformation theory for functionally graded plates (2014, background): “Since the shear deformation effects are more pronounced in advanced composites like FGMs, shear deformation theories such as first-order shear deformation theory (FSDT) and higher-order shear deformation theories (HSDTs) should be used.”
- Study on the free vibration of thick functionally graded rectangular plates according to a new exact closed-form procedure (2011, methodology): “0094 – FSDT [14] 0.”
- Accurate solution for free vibration analysis of functionally graded thick rectangular plates resting on elastic foundation (2011, methodology): “[14] presented the free vibration of FG rectangular plates resting on elastic foundation for various boundary conditions using the first order shear deformation theory.”
- Nonlinear free vibration of functionally graded doubly curved shear deformable panels using finite element method (2016, background): “Hosseini-Hashemi et al. (2010) presented analytical solutions for the free vibration of moderately thick FG flat panels, resting on either Winkler or Pasternak elastic foundations for various support conditions.”