Exact characteristic equations for some of classical boundary conditions of vibrating moderately thick rectangular plates
By S. Hashemi, M. Arsanjani. 2005
167 citations recorded by the source corpus.
Subfields: Control and Systems Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/7bb196d7d5fc9218a2be97a48ca66884e9182f13
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Control and Systems Engineering
In Mechanical Engineering
- Shahrokh Hosseini-Hashemi
- M. Fadaee
- S. R. Atashipour
- Xuefeng Chen
- M. Eshaghi
- Huu-Tai Thai
- Salvatore Brischetto
- Abdelouahed Tounsi
In Mechanics of Materials
- M. Fadaee
- Shahrokh Hosseini-Hashemi
- S. R. Atashipour
- Hao Zuo
- Zhibo Yang
- Yong Xie
- Xuefeng Chen
- M. Eshaghi
Citations in the corpus
- A NOVEL APPROACH FOR IN-PLANE/OUT-OF-PLANE FREQUENCY ANALYSIS OF FUNCTIONALLY GRADED CIRCULAR/ANNULAR PLATES (2010, background): “A beneficial study for deriving the exact closed-form characteristic equations of freely vibrating isotropic rectangular Mindlin plates for the six cases having two opposite sides simply supported was carried out by Hosseini-Hashemi and Arsanjani [6].”
- Analysis of laminated composite plates using wavelet finite element method and higher-order plate theory (2015, background): “This theory takes into account the effect of transverse deformation and improves the calculation accuracy of moderately thick plate [5,6].”
- Study on the free vibration of thick functionally graded rectangular plates according to a new exact closed-form procedure (2011, background): “A very beneficial study for deriving the exact closed-form characteristic equations of freely vibrating isotropic rectangular Mindlin plates for the six cases having two opposite sides simply supported was carried out byHosseini-Hashemi and Arsanjani [12].”
- Accurate solution for free vibration analysis of functionally graded thick rectangular plates resting on elastic foundation (2011, unknown): “[22] 26.”