Mechanical behaviour of laminated composite beam by the new multi-layered laminated composite structures model with transverse shear stress continuity
By Moussa Karama, K. Afaq, S. Mistou. 2003
731 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/446b658c4080454edad1c26212b9d20926f54076
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
- Francesco Tornabene
- Nicholas Fantuzzi
- Abdelouahed Tounsi
- Erasmo Carrera
- Erasmo Viola
- Mohammed Sid Ahmed Houari
- S. R. Mahmoud
- Huu-Tai Thai
In Mechanical Engineering
- Thuc P. Vo
- Nicholas Fantuzzi
- Abdelouahed Tounsi
- Huu-Tai Thai
- Hung Nguyen-Xuan
- Erasmo Viola
- Mohammed Sid Ahmed Houari
- Chien H. Thai
In Mechanics of Materials
- Abdelouahed Tounsi
- Francesco Tornabene
- Hung Nguyen-Xuan
- Erasmo Carrera
- Nicholas Fantuzzi
- Huu-Tai Thai
- Thuc P. Vo
- Mohammed Sid Ahmed Houari
Citations in the corpus
- Bending and free vibration of functionally graded beams using various higher-order shear deformation beam theories (2012, background): “It can be observed that the values obtained using various shear deformation beam theories (i.e., TBT, SBT, HBT, and EBT) are in good agreement with the those given by Li et al. [22] for all values of power law index p and span-to-depth ratio /L h .”
- A new simple shear and normal deformations theory for functionally graded beams (2015, background): “…theories (Soldatos 1992, El Meiche et al. 2011, Fekrar et al. 2012, Kettaf et al. 2013), the inverse hyperbolic theories (Sahoo and Singh 2013, Grover et al. 2013), the exponential theory of Karama et al. (2003), and the unified formulation of Carrera (Carrera 2003, Carrera et al. 2011a).”
- A new simple third-order shear deformation theory of plates (2007, methodology): “The first-order shear deformation theories (FSDTs) for bending plates proposed by Reissner (1945) and Mindlin (1951) have been used extensively in the analysis of shear flexible plates and shells (Noor and Burton, 1989; Karama et al., 2003).”