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作者:

Li, Liang (Li, Liang.) | Du, Xiu-Li (Du, Xiu-Li.) (学者:杜修力) | Zhao, Cheng-Gang (Zhao, Cheng-Gang.) | Li, Li-Yun (Li, Li-Yun.)

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摘要:

In order to describe the elastoplastic dynamic response of fluid-saturated porous media, incremental elastoplastic wave equations of fluid-saturated porous media are developed by the fundamental theory of continuum mechanics and in accordance with the characteristic of fluid-saturated porous media. The above equations are divided in the space domain to get their Galerkin formula, and these formulas are divided in the time domain with the integral method, which consists, of the central difference method and the Newmark constant average acceleration method to get the explicit time integral formulas for solving the above wave equations. On the basis of the integral formulas mentioned above, the time-domain explicit finite element method is developed for calculation and analysis of the elastoplastic dynamic response of fluid-saturated porous media. In this method, the decoupling technique is adopted and it does not need to solve a set of linear equations in each time step, so the computer memory space can be saved considerably and the calculation speed can be increased sharply by using it.

关键词:

Continuum mechanics Dynamic response Elastoplasticity Finite element method Linear equations Porous materials Wave equations

作者机构:

  • [ 1 ] [Li, Liang]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 2 ] [Du, Xiu-Li]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Zhao, Cheng-Gang]School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China
  • [ 4 ] [Li, Li-Yun]College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China

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来源 :

Journal of Beijing University of Technology

ISSN: 0254-0037

年份: 2006

期: 9

卷: 32

页码: 784-790

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