Calculation of higher natural frequencies of simply supported elastic composite beams using Riccati matrix method
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Publication:1027941
DOI10.1007/S11012-008-9131-9zbMath1163.74503OpenAlexW2039724662MaRDI QIDQ1027941
Publication date: 30 June 2009
Published in: Meccanica (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1007/s11012-008-9131-9
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)
Related Items (4)
Free vibration analyses of axially loaded laminated composite beams based on higher-order shear deformation theory ⋮ Warping effect in free vibration analysis of unidirectional composite non-cylindrical helical springs ⋮ A numerical model for static and free vibration analysis of elastic composite beams with end shear restraint ⋮ Chaotic vibration and resonance phenomena in a parametrically excited string-beam coupled system
Cites Work
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- A combined dynamic finite element—Riccati transfer matrix method for solving non-linear eigenproblems of vibrations
- Combined finite element-transfer matrix method based on a mixed formulation
- Elastic composite beams
- A combined finite element-Riccati transfer matrix method in frequency domain for transient structural response
- An exact model reduction technique for beam structures: combination of transfer and dynamic stiffness matrices
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