Modal analysis#
Free-vibration modes — \(K \varphi = \omega^2 M \varphi\). Plate modes, SDOF oscillators, beam cantilever frequencies.
SOLID185 — cantilever-plate modal (2 × 40 × 40 hex mesh)
SOLID185 — cantilever-plate modal (2 × 40 × 40 hex mesh)
Free-vibration modes — \(K \varphi = \omega^2 M \varphi\). Plate modes, SDOF oscillators, beam cantilever frequencies.
SOLID185 — cantilever-plate modal (2 × 40 × 40 hex mesh)