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A METHOD FOR THE ANALYSIS OF DYNAMIC RESPONSE OF STRUCTURE CONTAINING NON-SMOOTH CONTACTABLE INTERFACES

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【作者】 刘晶波刘书杜修力

【Author】 Liu Jingbo Liu Shu(Department of Civil Engineering,Tsinghua University,Beijing 100084,China)Du Xiuli(China Institute of Water Resources and Hydropower Research,Beijing 100044,China)

【机构】 Department of Civil Engineering,Tsinghua University,Beijing 100084,ChinaChina Institute of Water Resources and Hydropower Research,Beijing 100044,China

【摘要】 <正> A novel single-step method is proposed for the analysis of dynamicresponse of visco-elastic structures containing non-smooth contactable interfaces.Inthe method,a two-level algorithm is employed for dealing with a nonlinear boundarycondition caused by the dynamic contact of interfaces.At the first level,an explicitmethod is adopted to calculate nodal displacements of global viscoelastic system with-out considering the effect of dynamic contact of interfaces and at the second level,by introducing contact conditions of interfaces,a group of equations of lower orderis derived to calculate dynamic contact normal and shear forces on the interlaces.The method is convenient and efficient for the analysis of problems of dynamic cou-tact.The accuracy of the method is of the second order and the numerical stabilitycondition is wider than that of other explicit methods.

【Abstract】 A novel single-step method is proposed for the analysis of dynamic response of visco-elastic structures containing non-smooth contactable interfaces.In the method,a two-level algorithm is employed for dealing with a nonlinear boundary condition caused by the dynamic contact of interfaces.At the first level,an explicit method is adopted to calculate nodal displacements of global viscoelastic system with- out considering the effect of dynamic contact of interfaces and at the second level, by introducing contact conditions of interfaces,a group of equations of lower order is derived to calculate dynamic contact normal and shear forces on the interlaces. The method is convenient and efficient for the analysis of problems of dynamic cou- tact.The accuracy of the method is of the second order and the numerical stability condition is wider than that of other explicit methods.

【基金】 The project supported by the National Natural Science Foundation of China(59578032);the Key Project of the Ninth Five-Year Plan(96221030202)
  • 【文献出处】 Acta Mechanica Sinica ,力学学报(英文版) , 编辑部邮箱 ,1999年01期
  • 【分类号】O342
  • 【被引频次】5
  • 【下载频次】105
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