Free vibration and stability analysis of axially functionally graded tapered Timoshenko beams with classical and non-classical boundary conditions

By Ahmad Abdul-Wahhab Shahba, Reza Attarnejad, M. Marvi, Shahin Hajilar. 2011

301 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/69c74c64aa892e439b9ecd20589c1251fc17c955

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. Emad Norouzzadeh Tochaei
2. Y. Kang
3. Xian‐Fang Li
4. J. Wu
5. Sundaramoorthy Rajasekaran
6. A. S. Sayyad
7. Y. Ghugal
8. A. Ananthapuvirajah

In Control and Systems Engineering

1. Sundaramoorthy Rajasekaran
2. Emad Norouzzadeh Tochaei
3. Y. Kang
4. J. Wu
5. Xian‐Fang Li
6. J. Banerjee
7. A. Ananthapuvirajah
8. M. Şimşek

In Mechanics of Materials

1. Y. Kang
2. J. Wu
3. Sundaramoorthy Rajasekaran
4. Emad Norouzzadeh Tochaei
5. Xian‐Fang Li
6. J. Banerjee
7. A. Ananthapuvirajah
8. A. S. Sayyad

Citations in the corpus

• Free vibration analysis of axially functionally graded tapered Timoshenko beams using differential transformation element method and differential quadrature element method of lowest-order (2013, methodology): “(b) These two techniques are directly used to solve the governing differential equations governing the free vibration of the beams and predict the natural frequencies more precisely in comparison with the previous works [23, 31] which used the shape functions derived from the static deformations to ”
• Fundamental frequency analysis of functionally graded sandwich beams based on the state space approach (2016, unknown): “[25] studied free vibration response of”