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Structural Vibrations. Uwe J. Hansen Department of Physics Indiana State University Terre Haute, IN 47809. Imposition of boundary conditions Leads to Standing Waves Resonance Normal Modes. Observation of Normal Modes Experimental: Holographic Interferometry Modal Analysis
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Structural Vibrations Uwe J. Hansen Department of Physics Indiana State University Terre Haute, IN 47809
Imposition of boundary conditions Leads to Standing Waves Resonance Normal Modes
Observation of Normal Modes Experimental: Holographic Interferometry Modal Analysis Theoretical: Finite Element Analysis
F = ma T = 1/m = a/F
Finite Element Analysis • 1. Geometry • 2. Material • 3. Elastic Properties • 4. Mesh • 5. Boundary conditions • 6. Calculate • 7. Display