Shear Deformable Beams and Plates: Relationships with Classical Solutions

By M. Wadee. 2001

134 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/27eecd3734ad00abbe4b8626655437f12b880b96

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

1. G. Wei
2. C. W. Lim
3. Yingya Zhang
4. Z. Li
5. Chien Ming Wang
6. Ö. Civalek

In Mechanical Engineering

1. G. Wei
2. C. W. Lim
3. Yingya Zhang
4. Z. Li
5. Chien Ming Wang
6. Ö. Civalek
7. Swati Mukhopadhyay

Citations in the corpus

• DSC‐Ritz method for high‐mode frequency analysis of thick shallow shells (2005, methodology): “also explains why there is a one-to-one correspondence with identical vibration mode sequence number between the Kirchhoff plate and Mindlin plate via the Kirchhoff–Mindlin relationship [12, 36–39] in the low frequency domain.”
• Vibration of nonlocal Timoshenko beams (2007, background): “On the basis of equations (12) and (13), the two boundary conditions associated with the nonlocal Timoshenko beam theory at each end of the beam are thus given by”
• Buckling analysis of micro- and nano-rods/tubes based on nonlocal Timoshenko beam theory (2006, unknown): “where Ks is the shear correction factor of the Timoshenko beam theory [11,12] which compensates for the error in assuming a constant shear strain (or stress) through the beam thickness.”