Exact natural frequencies and buckling load of functionally graded material tapered beam-columns considering semi-rigid connections
DOI10.1177/1077546316668932zbMath1400.74038OpenAlexW2520330257MaRDI QIDQ4554643
Amir R. Masoodi, Mohammad Rezaiee-Pajand
Publication date: 9 November 2018
Published in: Journal of Vibration and Control (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1177/1077546316668932
functionally graded materialbuckling loadnatural frequencysemi-rigid connectionextensional-coupling effectstapered beam-column
Vibrations in dynamical problems in solid mechanics (74H45) Texture in solid mechanics (74E25) Composite and mixture properties (74E30)
Related Items (2)
Cites Work
- Unnamed Item
- Free vibration of centrifugally stiffened axially functionally graded tapered Timoshenko beams using differential transformation and quadrature methods
- Dynamic basic displacement functions in free vibration analysis of centrifugally stiffened tapered beams; a mechanical solution
- Free vibrations of a beam with elastic end restraints subject to a constant axial load
- Vibration of a variable cross-section beam
- Nonlinear vibration of axially functionally graded tapered microbeams
- An efficient procedure to find shape functions and stiffness matrices of nonprismatic Euler-Bernoulli and Timoshenko beam elements
- Analysis of general elastically end restrained non-uniform beams using differential transform
- Exact solutions for stability and free vibration of thin-walled Timoshenko laminated beams under variable forces
- Free Vibration Behavior of Exponential Functionally Graded Beams with Varying Cross-section
- Closed-form solutions for axially graded beam-columns
- CLOSED-FORM TRIGONOMETRIC SOLUTIONS FOR INHOMOGENEOUS BEAM-COLUMNS ON ELASTIC FOUNDATION
- A Direct Solution for the Transverse Vibration of Euler-Bernoulli Wedge and Cone Beams
- New Closed-Form Solutions for Buckling of a Variable Stiffness Column by Mathematica®
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