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Modelling tutorial

Modules

1. Lumped-element Systems
2. Distributed Element Systems
3. Reduced-order Models

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  • Transversely Loaded Plates

    • The bending behaviour of plates can be understood with a direct extension of the bending of beams
    • Unlikely to beams, the transverse contraction is equal to zero in directions parallel to a plate surface during its bending or axial elongation
    • Stress-strain relation in plates for a longitudinal movement:

        where   s  ...  Poisson ratio

    • Quantity E/(1-s2) is called plate modulus.

    • Simply supported circular plate
      • Small-displacement deformation curve can be approximated by sphere and thus can be described by a second order expression:

     where  R  ...  plate radius

      • Displacement caused by the point force at the centre of a plate

      • Reduced mass and reduced compliance

    • Clamped circular plate
      • Deformation curve
        First approximation

      • Displacement at the centre corresponding to a force acting at the same point

      • Reduced mass and reduced compliance

1. Lumped-element Systems
2. Distributed Element Systems
3. Reduced-order Models

pages: previous | 1 2 3 4 5 6 7 [8] 9 | next

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