FREE VIBRATIONS OF SIMPLY SUPPORTED AND MULTILAYERED MAGNETO-ELECTRO-ELASTIC PLATES

By Ernian Pan, P. Heyliger. 2002

413 citations recorded by the source corpus.

Subfields: Aerospace Engineering, Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/eff26b127496ae441a3d119959447e7b6377145d

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Aerospace Engineering

1. H. Ding
2. Wei-qiu Chen
3. D. Huang
4. Kang Yong Lee
5. Ernian Pan
6. F. Ramirez
7. P. Heyliger
8. Chih‐Ping Wu

In Civil and Structural Engineering

1. H. Ding
2. Wei-qiu Chen
3. F. Ramirez
4. P. Heyliger
5. D. Huang
6. Kang Yong Lee
7. Ernian Pan
8. F. Han

In Mechanics of Materials

1. Wei-qiu Chen
2. H. Ding
3. P. Heyliger
4. F. Ramirez
5. Kang Yong Lee
6. Ernian Pan
7. F. Han
8. D. Huang

Citations in the corpus

• Exact solutions for magneto-electro-elastic laminates in cylindrical bending (2003, background): “More recently, Pan and Heyliger (2002) solved the corresponding vibration problem where they identified several modes that are purely elastic and independent of the piezoelectric/piezomagnetic coupling.”
• Analytical solution for functionally graded magneto-electro-elastic plane beams (2007, positive): “The analysis was later extended to free vibration by Pan and Heyliger [ 6 ].”
• Exact solution for functionally graded and layered magneto-electro-elastic plates (2005, background): “Recently, Pan [4] derived an exact closed-form solution for the simply supported and multilayered plate made of anisotropic piezoelectric and piezomagnetic materials under a static mechanical load, and Pan and Heyliger [ 5 ] solved the corresponding vibration problem.”
• On free vibration of non-homogeneous transversely isotropic magneto-electro-elastic plates (2005, methodology): “Table 1 gives the lowest five frequency parameters o 1⁄4 oa ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi rmax=Cmax p (Cmax being the maximum of the cij in the whole sandwich plate and rmax 1⁄4 1), which was defined by Pan and Heyliger [12], for the first and second classes of vibr”
• Wave propagation in magneto-electro-elastic multilayered plates (2007, background): “Third, these modal shapes are exactly the same as those corresponding to the free vibration of the same layered plates but finite in lateral directions with simply supported conditions (Pan and Heyliger, 2002; Chen et al., in press).”