摘要
颗粒材料的宏观力学行为是微观单个颗粒之间相互作用的结果。本文采用多尺度研究方法对已有试验进行了数值模拟,即在微观尺度下,采用离散元方法(DEM)对代表性结构单元(Representative Element Volume(REV))进行建模计算,在宏观尺度下采用有限单元法(FEM)进行求解。对FEM模型中高斯点处REV施加某一给定加载历史,采用均质计算方法获得REV全局应力张量,通过该应力张量推导FEM在每个高斯点的刚度矩阵,从而推导颗粒材料宏观数值本构响应。本文同时考虑了孔隙率,加载速度对压缩效率的影响。
On the macro-level, the behavior of granular materials is the consequence of the interactions of indi- vidual grains at the micro scale. A two-scale approach of computational homogenization is considered. At the micro scale, we consider granular structure REV ( Representative Element Volume ) modeled by the Discrete Element Method ( DEM ). On the macro scale, the problem is solved by Finite Element Method ( FEM). The upsealing technique is that using the response of REV at each Gauss point of the FEM ' s formulation to derive the constitutive response through the global stress and strain tensor of the REV. The porosity and velocity of loading are both taken into account.
出处
《地下空间与工程学报》
CSCD
北大核心
2015年第2期409-414,共6页
Chinese Journal of Underground Space and Engineering
基金
国家自然科学基金资助项目(10972162)
关键词
颗粒材料
二维多尺度
受压
数值模拟
granular materials
two-dimensional multi-scale
compression
numerical simulation