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Free vibrations of a strain gradient beam by the method of initial values
R. Artan
, R. C. Batra
*
*
Corresponding author for this work
Virginia Polytechnic Institute and State University
Research output
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Contribution to journal
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Review article
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peer-review
28
Citations (Scopus)
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Dive into the research topics of 'Free vibrations of a strain gradient beam by the method of initial values'. Together they form a unique fingerprint.
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Keyphrases
Different Boundaries
16%
Euler-Bernoulli Beam
100%
Free Vibration
100%
Free Vibration Frequency
33%
Gradient-dependent
66%
Hamilton's Principle
16%
Initial Value Method
100%
Lateral Deflection
16%
Length Scale Effects
16%
Material Characteristic Length
33%
Matricant
33%
Nanobeam
16%
Ordinary Differential Equations
16%
Sixth Order
16%
Strain Gradient
100%
Transfer Matrix Method
16%
Engineering
Bernoulli Beam
100%
Boundary Condition
33%
Characteristic Length
33%
Free Vibration
100%
Hamilton's Principle
16%
Initial Value
100%
Lateral Deflection
16%
Length Scale
16%
Material Characteristic
33%
Matrix Method
16%
Scale Effect
16%
Sixth Order
16%
Strain Gradient
100%