作者： J N Reddy
DOI:
关键词: Transverse shear 、 Deflection (engineering) 、 Rotatory inertia 、 Composite number 、 Amplitude 、 Structural engineering 、 Vibration 、 Transverse plane 、 Finite element method 、 Materials science
摘要: Abstract : A finite-element analysis is presented for large-deflection bending and large-amplitude free vibration of rectangular plates cross-ply angle-ply construction under various edge conditions loadings. The finite element employed in the present study accounts transverse shear rotatory inertia (in Reissner-Mindlin sense), large rotations von Karman sense). solutions are found to agree very closely with results available literature. (Author)