Free vibration of rotating tapered beams using the dynamic stiffness method

By J. Banerjee, H. Su, Dominic R. Jackson. 2006

237 citations recorded by the source corpus.

Subfields: Computational Mechanics, Control and Systems Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/2b8da9276e7a94ef2d6c5dac20d579dfbb4d40bd

How researchers see this paper

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

In Computational Mechanics

1. Erasmo Carrera
2. M. Filippi
3. Enrico Zappino

In Control and Systems Engineering

1. Erasmo Carrera
2. Lawrence N. Virgin
3. M. Filippi
4. Enrico Zappino

In Mechanics of Materials

1. M. Filippi
2. Enrico Zappino
3. Erasmo Carrera
4. Lawrence N. Virgin
5. Alfonso Pagani
6. A. S. Sayyad
7. Y. Ghugal
8. Marco Petrolo

Citations in the corpus

• Free vibration analysis of rotating composite blades via Carrera Unified Formulation (2013, methodology): “For instance, Banerjee [1,2], Ozge and Kaya [3], Mei [4] and Hodges and Rutkowski [5] limited their studies to the flexural vibrations of both uniform and tapered Euler–Bernoulli rotating beams by using, respectively, the Dynamic Stiffness Method, the Differential Transform Method and a variable-ord”
• Vibration of Axially Loaded Structures: Preface (2007, background): “It is also interesting to note that, although the primary interest here has been focused on bending modes, the frequencies associated with other modes may actually decrease with the rate of rotation [45].”