摘要
On the basis of the three-dimensional(3D)random aggregate&mortar two-phase mesoscale finite element model,C++programming was used to identify the node position information of the interface between the aggregate and mortar elements.The nodes were discretized at this position and the zero-thickness cohesive elements were inserted.After that,the crack energy release rate fracture criterion based on the fracture mechanics theory was assigned to the failure criterion of the interface transition zone(ITZ)elements.Finally,the three-phase mesomechanical model based on the combined finite discrete element method(FDEM)was constructed.Based on this model,the meso-crack extension and macro-mechanical behaviour of coral aggregate concrete(CAC)under uniaxial compression were successfully simulated.The results demonstrated that the meso-mechanical model based on FDEM has excellent applicability to simulate the compressive properties of CAC.
在三维随机骨料-砂浆两相细观模型的基础上,采用C++编程识别出骨料单元和砂浆单元的界面节点位置信息,在该位置处对节点离散并插设零厚度cohesive单元,之后基于断裂力学理论的裂纹能量释放率断裂准则赋予骨料-砂浆界面过渡区的失效准则,最后生成了三相有限离散元细观力学模型,成功模拟了珊瑚骨料混凝土在单轴压缩下细观裂纹扩展及宏观力学行为,表明基于该有限离散元研究方法构建的细观力学模型对模拟珊瑚粗骨料混凝土受压性能具有较好的适用性。
基金
supported by the Key Projects of the National Science Foundation of China(Nos.52178190,52078250,11832013)
