8. Beams and Plates#
If one spatial dimension of a domain
Use a uniform mesh with an enormous amount of elements
Use anisotropic elements
Make a dimension reduction and only mesh the two-dimensional domain
The first option is inefficient as we would waste a lot of elements. The second option can easily lead to locking problems if the thickness
If two directions are small compared to the third one, we can apply a dimension reduction to one-dimensional beams.
In this chapter we first derive the Reissner-Mindlin and Kirchhoff-Love plate equations. Then, we present the Timschenko and Euler-Bernoulli beam and discuss the arising problems of shear locking or how to handle a fourth order problem as a mixed problem. After this, locking-free and stable formulations of the Kirchhoff-Love plate via Hellan-Herrmann-Johnson (HHJ) elements and Reissner-Mindlin plates with the tangential-displacement-normal-normal-stress continuous (TDNNS) elements are considered: