The nonlinear models of the elastic and elastic-linear strain-hardening square plates with four immovably simply-supported edges are established by employing Hamiltons Variational Principle in a uniform temperature field. The unilateral equilibrium equations satisfied by the plastically buckled equilibria are also established. Dynamics and stability of the elastic and plastic plates are investigated analytically and the buckled equilibria are investigated by employing Galerkin-Ritzs method. The vibration frequencies, the first critical temperature differences of instability or buckling, the elastically buckled equilibria and the extremes depending on the final loading temperature difference of the plastically buckled equillibria of the plate are obtained. The results indicate that the critical buckling value of the plastic plate is lower than its critical instability value and the critical value of its buckled equilibria turning back to the trivial equilibrium are higher than the value. However, three critical values of the elastic plate are equal. The unidirectional snap-through may occur both at the stress-strain boundary of elasticity and plasticity and at the initial stage of unloading of the plastic plate.
Painlevé's paradox is one of the basic difficulties for solving LCP of dynamic systems subjected to unilateral constraints.A bi-nonlinear parameterized impact model,consistent with dy- namic principles and experimental results,is established on the localized and quasi-static impact model theory.Numerical simulations are carried out on the dynamic motion of Painlevé's example.The re- sults confirm'impact without collision'in the inconsistent states of the system.A'critical normal force'which brings an important effect on the future movement of the system in the indeterminate states is found.After the motion pattern for the impact process is obtained from numerical results, a rule of the velocity's jump that incorporates the tangential impact process is deduced by using an approximate impulse theory and the coefficient of restitution defined by Stronge.The results of the jump rule are quite precise if the system rigidity is big enough.
