期刊文献+

两相多孔介质弹塑性动力反应计算分析的显式有限元方法 被引量:3

Explicit Finite Element Method for Calculation and Analysis of the Elasto-plastic Dynamic Response of Fluid-saturated Porous Media
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摘要 应用连续介质力学的基本原理,针对流体饱和两相多孔介质的特点,建立起增量形式的两相多孔介质弹塑性波动方程组,以实现对两相多孔介质弹塑性动力反应的描述.运用伽辽金方法对该波动方程组进行空间离散,得到两相多孔介质弹塑性波动方程组的伽辽金弱式,并应用中心差分法与Newmark常平均加速度法相结合的时域积分方法,对上述波动方程组进行时间离散,构造求解两相多孔介质弹塑性波动方程组的显式时间积分列式,从而形成流体饱和两相多孔介质弹塑性动力反应计算分析的时域显式有限元方法.该方法采用了解耦技术,不需要求解联立方程组,具有节省计算机内存空间和能够提高计算速度等优点. In order to describe the elasto-plastic dynamic response of fluid-saturated porous media, incremental elasto-plastic wave equations of fluid-saturated porous media are developed by the fundmental theory of continuum mechanics and in accordunce 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 elasto-plastic 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 compuer memory space can be saved considerably and the calculation speed can be increased sharply by using it.
出处 《北京工业大学学报》 EI CAS CSCD 北大核心 2006年第9期784-790,共7页 Journal of Beijing University of Technology
基金 国家自然科学基金资助项目(50325826 50508002).
关键词 两相多孔介质 弹塑性 动力反应 时域显式有限元方法 fluid-saturated porous media elastoplasticity dynamic response time-domain explicit finite ele-ment method
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参考文献5

  • 1ZIENKIEWICZ O C,SHIOMI T.Dynamic behaviour of saturated porous media; the generalized Biot formulation and its numerical solution[J].International Journal for Numerical and Analytical Methods in Geomechanics,1984,8(1):71-96.
  • 2PREVOST J H.Wave propagation in fluid-saturated porous media:an efficient finite element procedure[J].Soil Dynamics and Earthquake Engineering,1985,4(4):183-202.
  • 3赵成刚,王进廷,史培新,李伟华.流体饱和两相多孔介质动力反应分析的显式有限元法[J].岩土工程学报,2001,23(2):178-182. 被引量:40
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二级参考文献4

共引文献41

同被引文献17

  • 1李亮,杜修力,赵成刚,李立云.饱和砂土弹塑性动力本构模型研究[J].岩石力学与工程学报,2005,24(18):3380-3385. 被引量:9
  • 2赵成刚,闫华林,李伟华,李亮.考虑耦合质量影响的饱和多孔介质动力响应分析的显式有限元法[J].计算力学学报,2005,22(5):555-561. 被引量:5
  • 3杜修力,赵密,王进廷.近场波动模拟的人工应力边界条件[J].力学学报,2006,38(1):49-56. 被引量:190
  • 4Zienkiewicz O C,Shiomi T. Dynamic behaviour of sat- urated porous media: the generalized Blot formulation and its numerical solution[J]. International Journal for Numerical and Analytical Methods in Georne- chanics, 1984,8 (1) : 71-96.
  • 5Prevost J H. Wave propagation in fluid-saturated por- ous media: an efficient finite element procedure[J]. Soil Dynamics and Earthquake Engineering, 1985,4 (4) :183-202.
  • 6Liao Z P,Wong H L. A transmitting boundary tor the numerical simulation of elastic wave propagation[J]. Soil Dynamics and Earthquake Engineering, 1984,3 (4) : 174-183.
  • 7Zienkiewicz O C, Shiomi T. Dynamic behaviour of saturated porous media; the generalized Biot formulation and its numerical solution [ J ]. International Journal for Numerical and Analytical Methods in Geomechanics, 1984, 8(1) :71 -96.
  • 8Prevost J H. Wave propagation in fluid - saturated porous media: an efficient finite element procedure [ J ]. Soil Dynamics and Earthquake Engineering, 1985, 4 (4) :183 -202.
  • 9LIAO Z P,WONG H L. A transmitting boundary for the numerical simulation of elastic wave propagation [ J ]. Soil Dynamics and Earthquake Engineering, 1984, 3 (4) :174 - 183.
  • 10ZHAO Chenggang, LI Weihua, WANG Jinting. An explicit finite element method for Biot dynamic formulation in fluid -saturated porous media and its application to a rigid foundation [ J ]. Journal of Sound and Vibration, 2005,282(3 -5) :1169 - 1181.

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