Exact solutions for vibration and buckling of an SS-C-SS-C rectangular plate loaded by linearly varying in-plane stresses

By A. Leissa, Jae-Hoon Kang. 2002

150 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/51cee29b7282c2ce94013e5f501023d9e7592a7f

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. A. S. Sayyad
2. Y. Ghugal
3. Tinh Quoc Bui
4. M. Nguyen
5. Mahdi Bodaghi
6. Chuanzeng Zhang
7. Ali Reza Saidi
8. Lorenzo Dozio

In Control and Systems Engineering

1. Tinh Quoc Bui
2. Ali Reza Saidi
3. Lorenzo Dozio
4. Mahdi Bodaghi
5. Y. Ghugal
6. A. S. Sayyad
7. Chuanzeng Zhang

In Mechanics of Materials

1. Tinh Quoc Bui
2. A. S. Sayyad
3. Y. Ghugal
4. M. Nguyen
5. Chuanzeng Zhang
6. Mahdi Bodaghi
7. Ali Reza Saidi
8. Lorenzo Dozio

Citations in the corpus

• On the free vibration analysis of laminated composite and sandwich plates: A review of recent literature with some numerical results (2015, background): “Leissa and Kang [366] and Kang and Shim [367] presented exact solutions for free vibration analysis of rectangular plate subjected to linearly varying in-plane stresses.”
• An efficient meshfree method for vibration analysis of laminated composite plates (2011, background): “Furthermore, Leissa et al. [ 37 ] successfully presented exact solutions for vibration and buckling analysis of a SS-C-SS-Crectangular plateloadedbylinearlyvaryingin-plane stress,andlaterKangetal.[38]furtherextendedthatmethod to study the free vibration problem of laminated composites subjected to i”
• Stability analysis of functionally graded rectangular plates under nonlinearly varying in-plane loading resting on elastic foundation (2011, methodology): “In a series of articles, Leissa and Kang have employed the classical plate theory (CPT) and the power series method to present the exact solutions for vibration and buckling of SC SC [ 7 ]a nd SFSF [8 ]( S, simply supported edge; C ,c lamped edge; F, free edge) thin rectangular plates loaded at the”
• On the use of the Trigonometric Ritz method for general vibration analysis of rectangular Kirchhoff plates (2011, methodology): “Present results are compared with exact solutions of Leissa and Kang through the power series method [31] and with highly accurate results obtained recently using the DQ method [32] and the DSC method [33].”