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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 106
PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by:
Paper 37
Dynamic Stiffness and Eigenvalues of Nonlocal Nano-Beams S. Adhikari1 and T. Murmu2
1College of Engineering, Swansea University, Wales, United Kingdom
S. Adhikari, T. Murmu, "Dynamic Stiffness and Eigenvalues of Nonlocal Nano-Beams", in , (Editors), "Proceedings of the Twelfth International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 37, 2014. doi:10.4203/ccp.106.37
Keywords: bending vibration, nonlocal mechanics, dynamic stiffness, asymptotic analysis, frequency response..
Summary
Free and forced bending vibration of damped nonlocal beams are investigated in this
paper. Two types of nonlocal damping models, namely, strain-rate-dependent viscous
damping and velocity-dependent viscous damping are considered. A frequency
dependent dynamic finite element method is developed to obtain the forced vibration
response. Frequency-adaptive complex-valued shape functions are used for the derivation
of the dynamic stiffness matrix. The stiffness and mass matrices of the nonlocal
beam are also obtained using the conventional finite element method. Results from the
dynamic finite element method and conventional finite element method are compared.
The frequency response function obtained using the proposed dynamic finite element
method shows high modal density in the higher frequency ranges.
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