scholarly journals Application of the response surface method to optimize alkali activated cements based on low-reactivity ladle furnace slag

2020 ◽  
Vol 264 ◽  
pp. 120271
Author(s):  
Claver Pinheiro ◽  
Sara Rios ◽  
António Viana da Fonseca ◽  
Ana Fernández-Jiménez ◽  
Nuno Cristelo
2020 ◽  
Vol 31 (08) ◽  
pp. 2050114
Author(s):  
Ahmad Shafee ◽  
P. Valipour ◽  
Aurang Zaib ◽  
Houman Babazadeh

The main purpose of this article is to apply response surface method to analyze the residual dyes removal independent variables from the experimental data for dye adsorption onto alkali-activated sand as natural adsorbent from textile wastewater. The independent variables are contact time (3–30[Formula: see text]min) and adsorbent dosage (12.5–100[Formula: see text]g) and the dependent variables are percentage of dye removal and dye adsorbed amount per alkali-activated sand as responses. The effect of the variables, their interaction with each other, the fitted model equations, the adequacy and desirability of the model was evaluated by RSM. Response surface method to analyze the residual dyes removal, which resulted in about 70% dye removal and 30 [Formula: see text][Formula: see text]mg/g dye adsorbed, with 0.983 of desirability for fitted model. Finally, the initial dye concentration effect was investigated.


2018 ◽  
Vol 917 ◽  
pp. 337-341 ◽  
Author(s):  
Eldar Sharafutdinov ◽  
Arman Abdigaliyev ◽  
Almas Sheriye ◽  
Di Chuan Zhang ◽  
Chang Seon Shon

The purpose of this study was to investigate properties of non-autoclaved aerated concrete (AC) with quadruple cementitious mixture containing silica fume (SF) and ground granulated blast furnace slag (GGBFS) on the basis of Response Surface Method (RSM). Compressive strength and porosity for 9 different mixtures have been determined and the prediction models for these properties have been developed using regression analyses. The combination of 5% SF and 20% GGBFS was found to be useful for strength development and reduction of porosity in the AC.


2014 ◽  
Vol 134 (9) ◽  
pp. 1293-1298
Author(s):  
Toshiya Kaihara ◽  
Nobutada Fuji ◽  
Tomomi Nonaka ◽  
Yuma Tomoi

Materials ◽  
2019 ◽  
Vol 12 (21) ◽  
pp. 3552 ◽  
Author(s):  
Chun-Yi Zhang ◽  
Jing-Shan Wei ◽  
Ze Wang ◽  
Zhe-Shan Yuan ◽  
Cheng-Wei Fei ◽  
...  

To reveal the effect of high-temperature creep on the blade-tip radial running clearance of aeroengine high-pressure turbines, a distributed collaborative generalized regression extremum neural network is proposed by absorbing the heuristic thoughts of distributed collaborative response surface method and the generalized extremum neural network, in order to improve the reliability analysis of blade-tip clearance with creep behavior in terms of modeling precision and simulation efficiency. In this method, the generalized extremum neural network was used to handle the transients by simplifying the response process as one extremum and to address the strong nonlinearity by means of its nonlinear mapping ability. The distributed collaborative response surface method was applied to handle multi-object multi-discipline analysis, by decomposing one “big” model with hyperparameters and high nonlinearity into a series of “small” sub-models with few parameters and low nonlinearity. Based on the developed method, the blade-tip clearance reliability analysis of an aeroengine high-pressure turbine was performed subject to the creep behaviors of structural materials, by considering the randomness of influencing parameters such as gas temperature, rotational speed, material parameters, convective heat transfer coefficient, and so forth. It was found that the reliability degree of the clearance is 0.9909 when the allowable value is 2.2 mm, and the creep deformation of the clearance presents a normal distribution with a mean of 1.9829 mm and a standard deviation of 0.07539 mm. Based on a comparison of the methods, it is demonstrated that the proposed method requires a computing time of 1.201 s and has a computational accuracy of 99.929% over 104 simulations, which are improvements of 70.5% and 1.23%, respectively, relative to the distributed collaborative response surface method. Meanwhile, the high efficiency and high precision of the presented approach become more obvious with the increasing simulations. The efforts of this study provide a promising approach to improve the dynamic reliability analysis of complex structures.


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