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Experimental-computational approach to investigate compressive strength of magnesium phosphate cement with nanoindentation and finite element analysis

机译:纳米压痕和有限元分析的实验计算方法研究磷酸镁水泥的抗压强度

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摘要

This paper presented an experimental-computational approach to investigate compressive strength of magnesium phosphate cement (MPC) with nanoindentation technique and finite element analysis. Firstly, the compressive strength, macroscopic elastic modulus, porosity, microscopic elastic modulus, chemical compositions and contents of the MPC were tested by press, MIP, nanoindentation, XRD and SEM-EDS. Secondly, the microscopic elastic modulus of magnesium potassium phosphate hexahydrate (MKP) and magnesium oxide (MgO) as the components of the MPC were calculated by homogenization method. Then, the MPC was scanned by X-ray Computed Tomography (X-CT) to obtain the 3D structure adopted as the finite element model. Finally, the input parameters of the model were calibrated based on the results of homogenization and the modified constitutive relations to simulate the uniaxial compression test of the MPC. It was found that the simulated load-displacement results were in good agreement with the experimental results. (C) 2018 Elsevier Ltd. All rights reserved.
机译:本文提出了一种利用纳米压痕技术和有限元分析方法研究磷酸镁水泥(MPC)抗压强度的实验计算方法。首先,通过压制,MIP,纳米压痕,XRD和SEM-EDS测试了MPC的抗压强度,宏观弹性模量,孔隙率,微观弹性模量,化学成分和含量。其次,通过均质化方法计算了六水合磷酸镁钾六水合物(MKP)和氧化镁(MgO)的微观弹性模量。然后,通过X射线计算机断层扫描(X-CT)扫描MPC,以获得被用作有限元模型的3D结构。最后,基于均质化结果和修正的本构关系,对模型的输入参数进行校准,以模拟MPC的单轴压缩试验。结果表明,模拟的载荷-位移结果与实验结果吻合良好。 (C)2018 Elsevier Ltd.保留所有权利。

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