Theory and Analysis of Elastic Plates and Shells
By J. Reddy. 2006
1,606 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/c062a33af0436a43d885280270ba1c22f90eed50
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
- Bekir Akgöz
- Ö. Civalek
- J. Reddy
- S. Ali Eftekhari
- Pedro P. Camanho
- Cláudio S. Lopes
- Lorenzo Dozio
- K. R. Olympio
In Mechanics of Materials
- Farzad Ebrahimi
- Bekir Akgöz
- Ö. Civalek
- M. Şimşek
- Mohamed A. Eltaher
- F. F. Mahmoud
- Mohammad Reza Barati
- Samir A. Emam
Citations in the corpus
- Analytical solutions for bending, vibration, and buckling of FGM plates using a couple stress-based third-order theory (2013, background): “The classical plate theory (CPT) that neglects the transverse normal and shear stresses is the simplest plate theory based on the kinematic assumptions known as the Kirchhoff hypothesis, in which straight lines normal to the midplane of the undeformed plate remain straight and normal to the midplane”
- Longitudinal vibration analysis for microbars based on strain gradient elasticity theory (2014, background): “Also, Reddy (2007a) investigated bending, buckling and free vibration analysis of nonlocal beams for different beam theories.”
- Flexible Skins for Morphing Aircraft Using Cellular Honeycomb Cores (2010, methodology): “In Equation (9), the membrane and bending stiffness are: A44 1⁄4 (2)Gyzb, A55 1⁄4 (2)Gxzb, D11 1⁄4 ðEx=1 xy yxÞ=ðb(3)=12Þ, D22 1⁄4 ðEy=1 xy yxÞ =ðb3=12Þ, D12 1⁄4 ð yxEx=1 xy yxÞ=ðb(3)=12Þ, and D66 1⁄4 Gxyðb(3)=12Þ, where is a shear correction factor (Reddy, 2007).”