Variational principles for bending and vibration of partially composite Timoshenko beams
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Publication:1718399
DOI10.1155/2014/435613zbMath1407.74055OpenAlexW2143011166WikidataQ59067212 ScholiaQ59067212MaRDI QIDQ1718399
Publication date: 8 February 2019
Published in: Mathematical Problems in Engineering (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1155/2014/435613
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)
Cites Work
- Unnamed Item
- Static analysis of composite beams with weak shear connection
- Variational iteration method -- a kind of non-linear analytical technique: Some examples
- Two-dimensional analytical solutions of simply supported composite beams with interlayer slips
- A Lagrangian for von Kármán equations of large deflection problem of thin circular plate.
- Variational principles for some nonlinear partial differential equations with variable coefficients
- Semi-inverse method and generalized variational principles with multi-variables in elasticity
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