Based on the mathematical-physical model of pavement mechanics, a multilayer elastic system with interlayer friction conditions is constructed. Given the complex boundary conditions, the corresponding variational inequalities of the partial differential equations are derived, so that the problem can be analyzed under the variational framework. First, the existence and uniqueness of the solution of the variational inequality is proved; then the approximation error of the numerical solution based on the finite element method is analyzed, and when the finite element space satisfies certain approximation conditions, the convergence of the numerical solution is proved; finally, in the trivial finite element space, the convergence order of the numerical solution is derived. The above conclusions provide basic theoretical support for solving the displacement-strain problem of multilayer elastic systems under the framework of variational inequalities.
翻译:根据人行道力学的数学物理模型,建立了一个多层弹性系统,具有跨层摩擦条件。根据复杂的边界条件,可以得出部分差异方程式的相应差异性不平等,以便在变式框架内分析问题。首先,证明了差异性不平等解决办法的存在和独特性;然后分析了基于有限元素方法的数字解决方案的近似差错,当有限元素空间满足某些近似条件时,就证明了数字解决方案的趋同;最后,在微小的有限元素空间,得出了数字解决方案的趋同顺序。上述结论为在变式不平等框架内解决多层弹性系统迁移-海峡问题提供了基本的理论支持。