非饱和多孔介质中热-渗流-力学耦合的混合元法  

MIXED FINITE ELEMENT METHOD FOR COUPLED THERMO-HYDRO-MECHANICAL ANALYSIS IN UNSATURATED POROUS MEDIA

作　　者：刘泽佳[1] 李锡夔[1] 

机构地区：[1]大连理工大学工业装备结构分析国家重点实验室

出　　处：《力学学报》2006年第2期170-175,共6页Chinese Journal of Theoretical and Applied Mechanics

基　　金：国家自然科学基金项目(50278012;10272027;10590354)国家973项目(2002CB412709)资助.~~

摘　　要：提出了一个非饱和多孔介质中热-渗流-力学耦合分析的混合有限元方法．固相位移、应变和净应力; 孔隙水和气的压力、压力空间梯度和Darcy速度;多相混合介质的温度、温度空间梯度和热流量在单元内均为独立变量分别插值．基于胡海昌-Washizu三变量广义变分原理给出的多孔介质中热-渗流-力学耦合问题控制方程的单元弱形式,导出了单元公式．采用共旋公式进行几何非线性分析．数值结果证明了所提出的单元模拟以应变局部化为特征的渐进破坏的能力．A mixed finite element for coupled thermo-hydro-mechanical （THM） analysis in unsaturated porous media is proposed. Displacements, strains, the net stresses for the solid phase; pressures, pressure gradients, Darcy velocities for pore water and pore air phases; temperature, temperature gradients, the heat flux of the three phase mixture are interpolated as independent variables. The weak form of the governing equations of coupled thermo-hydro-mechanical problems in porous media within the element is established on the basis of the Hu-Washizu three-field variational principle. The proposed mixed finite element formulation is then derived. For geometrical non-linearity, the co-rotational formulation approach is used. Numerical results demonstrate the capability and the performance of the proposed element in modelling progressive failure characterized by strain localization.

关 键 词：非饱和多孔介质 混合元 热-渗流-动力耦合分析 应变局部化 渐进破坏 

分 类 号：TU43[建筑科学—岩土工程]