Effect of shear deformation on the buckling parameter of perforated and non-perforated plates studied using the boundary element method
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DOI: 10.1016/j.enganabound.2017.09.008
Abstract: Abstract The buckling parameter is a non-dimensional value that typically represents the type of plate boundary condition (e.g., clamped edge, free edge) and is obtained from the critical load and geometrical data. This study investigates… read more here.
Keywords: effect shear; shear deformation; effect; boundary element ... See more keywords