Bending–torsional-coupled vibrations and buckling characteristics of single and double composite Timoshenko beams
The stability and free vibration analyses of single and double composite Timoshenko beams have been investigated. The closed-section beams are subjected to constant axially compressive or tensile forces. The double beams are assumed to be connected by a layer of elastic translational and rotational...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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SAGE Publishing
2019-03-01
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| Series: | Advances in Mechanical Engineering |
| Online Access: | https://doi.org/10.1177/1687814019834452 |
| _version_ | 1817975522955624448 |
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| author | Ma’en S Sari Wael G Al-Kouz Rafat Al-Waked |
| author_facet | Ma’en S Sari Wael G Al-Kouz Rafat Al-Waked |
| author_sort | Ma’en S Sari |
| collection | DOAJ |
| description | The stability and free vibration analyses of single and double composite Timoshenko beams have been investigated. The closed-section beams are subjected to constant axially compressive or tensile forces. The double beams are assumed to be connected by a layer of elastic translational and rotational springs. The coupled governing partial differential equations of motion are discretized, and the resulted eigenvalue problem is solved numerically by applying the Chebyshev spectral collocation method. The effects of the elastic layer parameters, the axial forces, the slenderness ratio, the bending–torsional coupling, and the boundary conditions on the critical buckling loads, mode shapes, and natural transverse frequencies have been studied. A parametric study was performed, and the obtained results revealed different features, which hopefully can be useful for single- and double-beam-like engineering structures. |
| first_indexed | 2024-04-13T21:50:08Z |
| format | Article |
| id | doaj.art-7f373aef07464aa0893bd859c4baca9a |
| institution | Directory Open Access Journal |
| issn | 1687-8140 |
| language | English |
| last_indexed | 2024-04-13T21:50:08Z |
| publishDate | 2019-03-01 |
| publisher | SAGE Publishing |
| record_format | Article |
| series | Advances in Mechanical Engineering |
| spelling | doaj.art-7f373aef07464aa0893bd859c4baca9a2022-12-22T02:28:26ZengSAGE PublishingAdvances in Mechanical Engineering1687-81402019-03-011110.1177/1687814019834452Bending–torsional-coupled vibrations and buckling characteristics of single and double composite Timoshenko beamsMa’en S Sari0Wael G Al-Kouz1Rafat Al-Waked2Mechanical and Maintenance Engineering Department, German Jordanian University, Amman, JordanMechatronics Engineering Department, German Jordanian University, Amman, JordanMechanical and Maintenance Engineering Department, German Jordanian University, Amman, JordanThe stability and free vibration analyses of single and double composite Timoshenko beams have been investigated. The closed-section beams are subjected to constant axially compressive or tensile forces. The double beams are assumed to be connected by a layer of elastic translational and rotational springs. The coupled governing partial differential equations of motion are discretized, and the resulted eigenvalue problem is solved numerically by applying the Chebyshev spectral collocation method. The effects of the elastic layer parameters, the axial forces, the slenderness ratio, the bending–torsional coupling, and the boundary conditions on the critical buckling loads, mode shapes, and natural transverse frequencies have been studied. A parametric study was performed, and the obtained results revealed different features, which hopefully can be useful for single- and double-beam-like engineering structures.https://doi.org/10.1177/1687814019834452 |
| spellingShingle | Ma’en S Sari Wael G Al-Kouz Rafat Al-Waked Bending–torsional-coupled vibrations and buckling characteristics of single and double composite Timoshenko beams Advances in Mechanical Engineering |
| title | Bending–torsional-coupled vibrations and buckling characteristics of single and double composite Timoshenko beams |
| title_full | Bending–torsional-coupled vibrations and buckling characteristics of single and double composite Timoshenko beams |
| title_fullStr | Bending–torsional-coupled vibrations and buckling characteristics of single and double composite Timoshenko beams |
| title_full_unstemmed | Bending–torsional-coupled vibrations and buckling characteristics of single and double composite Timoshenko beams |
| title_short | Bending–torsional-coupled vibrations and buckling characteristics of single and double composite Timoshenko beams |
| title_sort | bending torsional coupled vibrations and buckling characteristics of single and double composite timoshenko beams |
| url | https://doi.org/10.1177/1687814019834452 |
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