Bilinear Mindlin Plate Element
Plate theory assumes that one dimension (the thickness, z) of the structure is small compared to the other dimensions. Hence, the 3D continuum theory is reduced to a 2D theory. Nodal unknowns are the velocities (vx′vy′vz) of the midplane and the nodal rotation rates (ωx′ωy) as a consequence of the suppressed z direction. The thickness of elements can be kept constant, or allowed to be variable. This is user defined. The elements are always in a state of plane stress, that is σzz=0 , or there is no stress acting perpendicular to the plane of the element. A plane orthogonal to the midplane remains a plane, but not necessarily orthogonal as in Kirchhoff theory, (where εxz=εyz=0 ) leading to the rotations rates ωx=−∂vz∂y and ωy=∂vz∂x . In Mindlin plate theory, the rotations are independent variables.