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Integration of Computational Model and SEM Imaging Technology to Investigate Internal Frost Damage in Cementitious Materials

机译:计算模型和SEM成像技术的集成以研究水泥质材料内部的霜冻破坏

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This study investigates the internal-frost damage due to ice crystallization pressure in capillary pores of concrete. The pore structures have significant impact on freeze-thaw durability of cement/concrete samples. The scanning electron microscope (SEM) techniques were applied to characterize freeze-thaw damage within pore structure. The digital sample was generated from SEM imaging processing. In the microscale pore system, the crystallization pressures at subcooling temperatures were calculated using interface energy balance with thermodynamic analysis. The largest crystallization pressure on the pore wall was used for the fracture simulation with the developed Extended Finite Element Model (XFEM). The largest crystallization pressure on the pore wall was used for the fracture simulation with the developed Extended Finite Element Model (XFEM). One comparison study between model simulation and test results indicates that internal-frost damage model can reasonably predict the crack nucleation and propagation within multiphase cement microstructure.
机译:这项研究调查了由于混凝土毛细孔中的冰晶压力导致的内部霜冻破坏。孔结构对水泥/混凝土样品的冻融耐久性具有重大影响。扫描电子显微镜(SEM)技术用于表征孔结构内的冻融损伤。数字样品是通过SEM成像处理生成的。在微孔系统中,使用界面能平衡和热力学分析来计算过冷温度下的结晶压力。通过开发的扩展有限元模型(XFEM),将孔壁上的最大结晶压力用于断裂模拟。通过开发的扩展有限元模型(XFEM),将孔壁上的最大结晶压力用于断裂模拟。模型仿真与试验结果之间的一项比较研究表明,内部冻害模型可以合理地预测多相水泥微结构内的裂纹成核和扩展。

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