基于响应曲面法的石膏基复合材料性能研究
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陈梦成(1962—),男,二级教授,博士,博士生导师,研究方向为工程结构材料耐久性,组合结构。E-mail:531782112@qq.com。

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TU528;[U25]

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国家国家自然科学基金项目(52278180)


Study on Properties of Gypsum Matrix Composite Based on Responsive Surface Method
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    摘要:

    基于 Box-Behnken 响应曲面法,以陶瓷粉掺量 5%~15%、普通硅酸盐水泥掺量 10%~20%、生石灰掺量 5%~15%为考虑因素,通过 Design-Expert 8.0.6 软件设计三因素三水平试验,探究各因素对龄期为 7,28 d 石膏基复合胶凝材料抗压强度和软化系数的影响。 通过二次回归拟合模型方差分析各因素对抗压强度和软化系数的显著性,确定各因素掺量影响程度大小和最优配合比。 结果表明:陶瓷粉和水泥的掺量对 7,28 d 抗压强度影响具有极显著性,生石灰次之;陶瓷粉掺量对软化系数具有显著性,生石灰次之,水泥最次。 最优配合比为:陶瓷粉掺量 10.88%、水泥掺量 15.51%、生石灰 10.65%,通过试验验证预测误差不超过 10%。 研究成果为进一步优化石膏基复合胶凝材料的施工性、自保温性、耐久性提供了试验基础。

    Abstract:

    Based on the Box-Behnken response surface method, a three-factor, three-level test was designed using Design-Expert 8.0.6 software with 5%~15% ceramic powder, 10%~20% ordinary silicate cement and 5%- 15% quicklime as the factors considered to investigate the effects of each factor on the compressive strength and softening of gypsum-based composite cementitious materials at 7 d and 28 d ages coefficients at 7 d and 28 d. The effect of each factor on compressive strength and softening coefficient was analyzed by quadratic regression fitted model ANOVA to determine the magnitude of the influence of each factor on admixture and the optimal mix ratio. The results showed that the effects of ceramic powder and cement admixture on 7 d and 28 d compressive strength were highly significant, followed by quicklime; the admixture of ceramic powder on softening coefficient was significant, followed by quicklime, and cement was the most inferior. The optimal ratio is 10.88% of ceramic powder, 15.51% of cement and 10.65% of quicklime, with a prediction error of no more than 10% verified by the test. The research results provide a test basis for further optimization of the constructability, selfwarming and durability of gypsum-based composite cementitious materials.

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陈梦成,梅祖瑄.基于响应曲面法的石膏基复合材料性能研究[J].华东交通大学学报,2023,40(6):25-31.
Chen Mengcheng, Mei Zuxuan. Study on Properties of Gypsum Matrix Composite Based on Responsive Surface Method[J]. JOURNAL OF EAST CHINA JIAOTONG UNIVERSTTY,2023,40(6):25-31

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  • 收稿日期:2023-02-04
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  • 在线发布日期: 2024-01-18
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