1998
DOI: 10.1016/s0266-3538(97)00238-8
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Forced vibration of unsymmetric laminated composite beams under the action of moving loads

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Cited by 33 publications
(30 citation statements)
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“…[32]. These lead to significant error in the analysis of beams with angle-ply lay-ups especially for the layout angle between 30 • and 60 • [1][2][3][4][5]16] and [17].…”
Section: Verificationmentioning
confidence: 99%
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“…[32]. These lead to significant error in the analysis of beams with angle-ply lay-ups especially for the layout angle between 30 • and 60 • [1][2][3][4][5]16] and [17].…”
Section: Verificationmentioning
confidence: 99%
“…Thus, bending-tension, bending-twist, and tension-twist couplings will appear [1][2][3][4][5]. Furthermore, the Poisson effect, which is often neglected in one-dimensional laminated beam analysis, has very significant influence in the analysis of the angle-ply and unsymmetrical lay-ups of the beam [1][2][3][4][5].…”
Section: Introductionmentioning
confidence: 99%
“…[25]. These lead to significant error in the analysis of beams with angle-ply layups especially for the layout angle between 30°and 60° [1][2][3][4][5]16,17]. The first non-dimensional natural frequencies of a clampedfree rotating intact beam based on the Timoshenko beam theory are compared with the analytical results of Du et al [20] and Liu and Shu [23].…”
Section: Verification and Validationmentioning
confidence: 99%
“…Thus, bending-extension, bending-twist, and extension-twist coupling terms need to be considered in the analysis of composites [1][2][3][4][5]. Furthermore, the Poisson's effect, which is often neglected in one-dimensional laminated beam analysis, has been found to be significant in the analysis of composite beams with angle-plies and unsymmetrical layups [1][2][3][4][5].…”
Section: Introductionmentioning
confidence: 99%
“…The objective of this study is to obtain some factor of dynamic magnification defined opportunely [42] in ARTICLE IN PRESS order to correlate static and dynamic displacements. The Newmark algorithm is programmed in Mathematica [41] and implemented together with the present numerical approach.…”
Section: A Problem Of Forced Vibrations Due To Moving Loadsmentioning
confidence: 99%