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1)  dynamic model of interface
接触面动力模型
2)  interface model
接触面模型
1.
Based on finite element method,a 3-D nonlinear analysis is made on the structure pattern of the inserted junction for the composite dam alternative to the dam of Guanyinyan Hydropower Station with simulation of the processes of both the construction and the impoundment of the rockfill dam by Duncan E-B model and interface model.
采用有限元方法,利用邓肯E-B模型及接触面模型,模拟堆石坝的实际填筑和蓄水过程,对观音岩水电站混合坝方案插入式接头结构型式进行三维非线性分析。
2.
A new elasto-plasticity damage interface model called EPDI and its numerical method are presented to unitedly characterize the monotonic and cyclic behavior of interface between the structure and coarse grained soil.
本文建立粗粒土与结构接触面弹塑性损伤模型及其数值格式,可以较好地描述垫层料等粗粒土与结构接触面的静动力学特性;编制程序,模拟接触面试验结果,采用不同接触面模型及参数对某高面板堆石坝的应力变形进行三维有限元分析。
3)  contact model
接触面模型
1.
A series of probems on dynamic FEM are discussed and suggestions about setting of soil dynamic constitutive model and soil-structure contact model are given in the paper.
本文对动力有限元法中的一系列问题进行了讨论,对土体动力本构模型和土-结构接触面模型的设定提出了建议。
4)  contact force model
接触力模型
1.
The piecewise linear contact force model of material layers during impact crushing is put forward, based on the quasi-static compression crushing experiments, in which the parameters of model are analyzed and a revert coefficient is introduced to express the relation between parameters.
针对冲击破碎过程,在初步准静压破碎实验的基础上,提出了物料层的分段线性接触力模型,并引入恢复系数来表示膨胀阶段和压缩阶段之间的参数关系。
5)  dynamic contact model
动接触模型
1.
The dynamic contact model of nonlinear seismic response of high arch dams with contraction joints;
有横缝高拱坝非线性地震响应动接触模型
2.
Based on the theory of contact forces,3-D frictional contact non-linear dynamic contact model is put forward.
针对混凝土坝的接触问题,建立了三维摩擦接触非线性动接触模型。
6)  Contact model of dynamic soil-pile interaction
桩土动力接触模型
补充资料:接触络合物模型
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性质: 生成长寿命的活化络合物(又称复合物)的反应模型。它与具有势垒的直接反应相比,势能面上的势阱会“陷住”结合的反应物,即发生黏着碰撞,反应时间长得足以使初始碰撞失掉某些细致的性质,表现在反应性散射的角分布为各向同性产物能量的分配也不如直接反应那样专一。此模型又称复合反应机理(compound reaction mechanism)。

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