我在一篇文章中看到这样一段:In the finite element literature, beams and plates are not treated as isoparametric elements because the displacement gradients at the nodes are used to describe infinitesimal rotations. Such a linearization of the slopes leads to incorrect rigid body equations of motion when the beams and plates rotate as rigid bodies.
中文意思包含了,我前面第一段中文部分,不是很理解,请教各位大侠。