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This book develops a uniform accurate method which is capable of
dealing with vibrations of laminated beams, plates and shells with
arbitrary boundary conditions including classical boundaries,
elastic supports and their combinations. It also provides
numerous solutions for various configurations including various
boundary conditions, laminated schemes, geometry and material
parameters, which fill certain gaps in this area of reach and may
serve as benchmark solutions for the readers. For each case,
corresponding fundamental equations in the framework of classical
and shear deformation theory are developed. Following the
fundamental equations, numerous free vibration results are
presented for various configurations including different boundary
conditions, laminated sequences and geometry and material
properties. The proposed method and corresponding formulations can
be readily extended to static analysis.
This book develops a uniform accurate method which is capable of
dealing with vibrations of laminated beams, plates and shells with
arbitrary boundary conditions including classical boundaries,
elastic supports and their combinations. It also provides numerous
solutions for various configurations including various boundary
conditions, laminated schemes, geometry and material parameters,
which fill certain gaps in this area of reach and may serve as
benchmark solutions for the readers. For each case, corresponding
fundamental equations in the framework of classical and shear
deformation theory are developed. Following the fundamental
equations, numerous free vibration results are presented for
various configurations including different boundary conditions,
laminated sequences and geometry and material properties. The
proposed method and corresponding formulations can be readily
extended to static analysis.
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