On the basis of static and dynamic tests of the elasticity cement used in draft gear, a numerical method of back analysis for (viscoelasticity) parameter of the elasticity cement is proposed.
提出以弹性胶泥简单的静压试验和动力试验反演复杂的三维粘弹性本构参数的数值方法。
A precise algorithm in time domain is combined with Element Free Galerkin (EFG) method to solve static and dynamic problems of viscoelasticity.
将时域精细算法与EFG方法相结合，求解粘弹性静、动力问题。
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