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基于钢纤维聚合物混凝土在高端数控机床上的应用,分析影响其热稳定性的因素,结合其使用的工作条件,基于能量原理,采用有限元分析方法,对钢纤维聚合物混凝土的热变形系数进行理论建模;将理论值与前期的试验结果进行比较,理论与试验结果的吻合程度证明了所建的钢纤维聚合物混凝土热变形系数理论模型的合理性。该研究不仅为材料各组分的配比提供指导,而且为新材料在工程中的广泛应用提供理论支撑。
Based on the application of steel fiber reinforced polymer concrete to high-end CNC machine tools, the factors influencing the thermal stability of the steel fiber reinforced polymer concrete were analyzed and the working conditions of the steel fiber polymer concrete were analyzed. Based on the energy principle, the finite element method was used to analyze the thermal deformation coefficient The theoretical value is compared with the previous test results. The agreement between the theoretical and experimental results proves the rationality of the theoretical model of the thermal deformation coefficient of the steel fiber reinforced polymer concrete. The research not only provides guidance for the ratio of materials, but also provides theoretical support for the wide application of new materials in engineering.