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In this paper moderately large amplitude vibrations of a polygonally shaped composite plate with thick layers are analyzed.
The non-linearity of the problem arises from axial loads generated at moderately large amplitude torsional vibrations due to immovability of end supports.
The influence of stiffnesses and mass of the elastic subgrade on the moderately large amplitude of response of the shell has been investigated.
The non-linear, moderately large amplitude flexural free vibrations of an arm clamped with a setting angle to a rigid rotating hub are studied.
This finding would suggest, for the case of forced random vibration of a clamped-clamped beam, that a SDOF beam model is adequate for moderately large amplitude prediction but wholly inadequate at very large amplitudes.
However, experimental work, in a mechanics context, has been limited to studying systems the stiffness characteristics of which can be approximated by a non-linear (cubic) restoring force; e.g., a buckled beam excited transversely or a rigid pendulum undergoing moderately large amplitude motion.
Similar(54)
Non-linearities due to moderately large-amplitude shell motion are considered by using Donnell's non-linear shallow-shell theory.
A theoretical investigation of the large amplitude flexural vibration of clamped, rectilinearly orthotropic moderately thick elliptical plate is carried out.
The large amplitude flexural vibration of a simply supported rectangular moderately thick plate subjected to initial stress is investigated.
In this paper an analytical investigation of large amplitude free flexural vibrations of isotropic and orthotropic moderately thick triangular plates is carried out.
However, as the tensile strain increases, the wrinkle amplitude first increases and then decreases, eventually flattened beyond a moderately large critical strain, in contrast to the scaling analysis.
Related(20)
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