Size dependent bending and vibration analysis of functionally graded micro beams based on modified couple stress theory and neutral surface position
By K. Al-Basyouni, Abdelouahed Tounsi, S. R. Mahmoud. 2015
277 citations recorded by the source corpus.
Subfields: Materials Chemistry, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/f5c3af458ca9711ea46166782f60395a80e1ddcd
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Materials Chemistry
- Farzad Ebrahimi
- Mohammad Reza Barati
- Abdelouahed Tounsi
- Mohammed Sid Ahmed Houari
- S. R. Mahmoud
- Ismahene Belkorissat
- K. H. Benrahou
- Fatima Bounouara
In Mechanics of Materials
- Farzad Ebrahimi
- Abdelouahed Tounsi
- Mohammad Reza Barati
- Mohammed Sid Ahmed Houari
- S. R. Mahmoud
- Ismahene Belkorissat
- Aicha Bessaim
- K. H. Benrahou
Citations in the corpus
- A new simple three-unknown sinusoidal shear deformation theory for functionally graded plates (2016, methodology): “The increase of FGM applications requires the development of accurate theories to predict their responses (Kar and Panda 2015a, Akbaş 2015, Darılmaz 2015, Ait Atmane et al. 2015, Al-Basyouni et al. 2015, Arefi et al. 2015, Bennai et al. 2015, Meradjah et al. 2015).”
- Bending and free vibration analysis of functionally graded plates using a simple shear deformation theory and the concept the neutral surface position (2015, unknown): “[24] and Bourada et al.”
- Free vibration of functionally graded beams and frameworks using the dynamic stiffness method (2018, background): “It should be noted that due to the variation of the material properties through the thickness, the neutral axis would no longer be at the central line of the beam cross-section [42,43].”
- A nonlocal zeroth-order shear deformation theory for free vibration of functionally graded nanoscale plates resting on elastic foundation (2016, background): “…principle can be stated by (Reddy 2007, Draiche et al. 2014, Ait Amar Meziane et al. 2014, Nedri et al. 2014, Mahi et al. 2015, Bourada et al. 2015, Al-Basyouni et al. 2015) t fp dtKUU 0 ) (0 (10) where δUp and δUf are the variations of strain energy of the plate and foundation, respectively;…”