首页> 外文期刊>Journal of Materials Engineering and Performance >Linear and Non-linear Modeling of Cement-bonded Moulding Sand System Using Conventional Statistical Regression Analysis
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Linear and Non-linear Modeling of Cement-bonded Moulding Sand System Using Conventional Statistical Regression Analysis

机译:基于常规统计回归分析的水泥砂型系统的线性和非线性建模

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A cement-bonded moulding sand system takes a fairly long time to attain the required strength. Hence, the moulds prepared with cement as a bonding material will have to wait a long time for the metal to be poured. In this work, an accelerator was used to accelerate the process of developing the bonding strength. Regression analysis was carried out on the experimental data collected as per statistical design of experiments (DOE) to establish input-output relationships of the process. The experiments were conducted to measure compression strength and hardness (output parameters) by varying the input variables, namely amount of cement, amount of accelerator, water in the form of cement-to-water ratio, and testing time. A two-level full-factorial design was used for linear regression model, whereas a three-level central composite design (CCD) had been utilized to develop non-linear regression model. Surface plots and main effects plots were used to study the effects of amount of cement, amount of accelerator, water and testing time on compression strength, and mould hardness. It was observed from both the linear as well as non-linear models that amount of cement, accelerator, and testing time have some positive contributions, whereas cement-to-water ratio has negative contribution to both the above responses. Compression strength was found to have linear relationship with the amount of cement and accelerator, and non-linear relationship with the remaining process parameters. Mould hardness was seen to vary linearly with testing time and non-linearly with the other parameters. Analysis of variance (ANOVA) was performed to test statistical adequacy of the models. Twenty random test cases were considered to test and compare their performances. Non-linear regression models were found to perform better than the linear models for both the responses. An attempt was also made to express compression strength of the moulding sand system as a function of mould hardness.
机译:胶结型砂系统需要相当长的时间才能达到所需的强度。因此,用水泥作为粘结材料制备的模具将不得不等待很长时间才能浇铸金属。在这项工作中,使用促进剂来加速形成粘合强度的过程。对根据实验统计设计(DOE)收集的实验数据进行回归分析,以建立过程的输入-输出关系。通过改变输入变量,即水泥的量,促进剂的量,以水泥与水之比的形式的水以及测试时间来测量压缩强度和硬度(输出参数)。两级全因子设计用于线性回归模型,而三级中央复合设计(CCD)已用于开发非线性回归模型。使用表面图和主要影响图来研究水泥用量,促进剂用量,水量和测试时间对抗压强度和模具硬度的影响。从线性和非线性模型都可以看出,水泥,促进剂和测试时间的数量有一定的正贡献,而水泥与水的比例对上述两个响应均具有负贡献。发现抗压强度与水泥和促进剂的量呈线性关系,与其余工艺参数呈非线性关系。模具硬度随测试时间呈线性变化,而与其他参数呈非线性变化。进行方差分析(ANOVA)以测试模型的统计充分性。考虑使用20个随机测试用例来测试和比较其性能。对于这两个响应,发现非线性回归模型的性能均优于线性模型。还尝试表示型砂系统的抗压强度与模具硬度的关系。

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