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1. Stiffness basics 59
uniform pressure p, the maximum displacement is registered at its center, and
it can be calculated by solving the following third degree equation – see den
Hartog [7] for instance:
where is the center deflection and D is the rigidity which is defined as:
It can be seen that Eq. (1.227) incorporates both the small-deformation
bending effects through the linear term in and the membrane (stretching)
effects through the non-linear term in the same
For bending-dominated cases, where the membrane effects can be
ignored, the differential equation of deflection is:
The maximum deflection for the circumferentially-clamped circular plate
under uniform pressure is:
The maximum deflection of the same plate under a concentrated load acting
normally at the disc’s center is:
For rectangular plates, the solution to Eq. (1.229) is found by using the
Fourier series expansion, and thus the solution is only approximate. For a
rectangular plate of dimensions and which is fixed on its edges and is
acted upon by a pressure p, the maximum center deflection is:
where the summation only retains the odd counters i and j. The maximum
deflection of this plate when acted upon by a force, perpendicularly to the
plate’s plane, is similarly calculated as: