A NOVEL HIGHER ORDER SHEAR AND NORMAL DEFORMATION THEORY BASED ON NEUTRAL SURFACE POSITION FOR BENDING ANALYSIS OF ADVANCED COMPOSITE PLATES
By Abdelmoumen Anis Bousahla, Mohammed Sid Ahmed Houari, Abdelouahed Tounsi, E. A. Adda Bedia. 2014
236 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/b9aebf25d8b8974272b86b4165b43fd102a58779
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
- Abdelouahed Tounsi
- Mohammed Sid Ahmed Houari
- S. R. Mahmoud
- E. A. Adda Bedia
- Abdelhakim Kaci
- Ismahene Belkorissat
- Aicha Bessaim
- O. A. Bég
In Mechanics of Materials
- Abdelouahed Tounsi
- Mohammed Sid Ahmed Houari
- S. R. Mahmoud
- E. A. Adda Bedia
- Ismahene Belkorissat
- Farzad Ebrahimi
- Abdelhakim Kaci
- Mama Ahouel
Citations in the corpus
- A new simple shear and normal deformations theory for functionally graded beams (2015, background): “Some researchers (Bousahla et al. 2014, Ould Larbi et al. 2013, Yahoobi and Feraidoon 2010, Morimoto et al. 2006) have shown that there is no stretching-bending coupling in constitutive equations if the reference surface is properly selected.”
- A new simple three-unknown sinusoidal shear deformation theory for functionally graded plates (2016, background): “Bousahla et al. (2014) developed a novel higher order shear and normal deformation theory based on neutral surface position for bending analysis of advanced composite plates.”
- Influences of porosity on dynamic response of FG plates resting on Winkler/Pasternak/Kerr foundation using quasi 3D HSDT (2019, unknown): “2013, Bousahla et al .”
- Bending and free vibration analysis of functionally graded plates using a simple shear deformation theory and the concept the neutral surface position (2015, unknown): “[21], Khalfi et al.”
- Bending and buckling analyses of functionally graded material (FGM) size-dependent nanoscale beams including the thickness stretching effect (2015, methodology): “The displacement field of the proposed theory is chosen based on the following assumptions (Bousahla et al. 2014, Fekrar et al. 2014, Belabed et al. 2014, Hebali et al. 2014, Houari et al. 2013, Bessaim et al. 2013, Saidi et al. 2013): (1) The transverse displacement is partitioned into bending,…”
- Size-dependent mechanical behavior of functionally graded trigonometric shear deformable nanobeams including neutral surface position concept (2016, background): “…surface of the FG nanobeam is determined to satisfy the first moment with respect to Young‟s modulus being zero as follows (Ould Larbi et al. 2013, Bousahla et al. 2014, Fekrar et al. 2014, Bourada et al. 2015) 0)( 2/ 2/ h h msmsms dzCzzE (3) Consequently, the position of neutral surface can…”
- A nonlocal zeroth-order shear deformation theory for free vibration of functionally graded nanoscale plates resting on elastic foundation (2016, background): “…and Torabi 2013, Ould Larbi et al. 2013, Chakraverty and Pradhan 2014, Liang et al. 2014, Zidi et al. 2014, Khalfi et al. 2014, Fekrar et al. 2014, Bousahla et al. 2014, Belabed et al. 2014, Ait Amar Meziane et al. 2014, Hebali et al. 2014, Hamidi et al. 2015, Ait Yahia et al. 2015, Ait Atmane et…”
- Effect of thickness stretching and porosity on mechanical response of a functionally graded beams resting on elastic foundations (2017, background): “Some works (Ould Larbi et al. 2013;Bousahla et al. 2014;Yahoobi andFeraidoon 2010; Morimoto et al. 2006; Bourada et al. 2015) have shown that there is no stretching-bending coupling in constitutive equations if the reference surface is properly selected.”