Optimization of cost and mechanical properties of concrete with admixtures using MARS and PSO

IF 2.9 4区 工程技术 Q2 COMPUTER SCIENCE, INTERDISCIPLINARY APPLICATIONS Computers and Concrete Pub Date : 2020-10-01 DOI:10.12989/CAC.2020.26.4.309
Reza Sarkhani Benemaran, M. Esmaeili‐Falak
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引用次数: 39

Abstract

The application of multi-variable adaptive regression spline (MARS) in predicting he long-term compressive strength of a concrete with various admixtures has been investigated in this study. The compressive strength of concrete specimens, which were made based on 24 different mix designs using various mineral and chemical admixtures in different curing ages have been obtained. First, The values of fly ash (FA), micro-silica (MS), water-reducing admixture (WRA), coarse and fine aggregates, cement, water, age of samples and compressive strength were defined as inputs to the model, and MARS analysis was used to model the compressive strength of concrete and to evaluate the most important parameters affecting the estimation of compressive strength of the concrete. Next, the proposed equation by the MARS method using particle swarm optimization (PSO) algorithm has been optimized to have more efficient equation from the economical point of view. The proposed model in this study predicted the compressive strength of the concrete with various admixtures with a correlation coefficient of R=0.958 rather than the measured compressive strengths within the laboratory. The final model reduced the production cost and provided compressive strength by reducing the WRA and increasing the FA and curing days, simultaneously. It was also found that due to the use of the liquid membrane-forming compounds (LMFC) for its lower cost than water spraying method (SWM) and also for the longer operating time of the LMFC having positive mechanical effects on the final concrete, the final product had lower cost and better mechanical properties.
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利用MARS和PSO优化外加剂混凝土的成本和力学性能
本文研究了多变量自适应回归样条(MARS)在预测不同掺合料混凝土长期抗压强度中的应用。采用24种不同的配合比设计,采用不同的矿物和化学掺合料,对不同龄期的混凝土试件进行了抗压强度试验。首先,将粉煤灰(FA)、微二氧化硅(MS)、减水剂(WRA)、粗骨料和细骨料、水泥、水、试样龄期和抗压强度作为模型输入,利用MARS分析对混凝土抗压强度进行建模,并对影响混凝土抗压强度估计的最重要参数进行评价。其次,利用粒子群优化(PSO)算法对MARS方法提出的方程进行了优化,使其从经济性的角度具有更高效的方程。本文提出的模型预测不同外加剂混凝土的抗压强度,其相关系数R=0.958,而不是实验室实测的抗压强度。最终模型降低了生产成本,同时通过降低WRA、增加FA和养护时间来提高抗压强度。研究还发现,由于使用液体成膜化合物(LMFC)的成本比喷水法(SWM)低,而且LMFC的运行时间较长,对最终混凝土有积极的力学作用,因此最终产品的成本更低,力学性能更好。
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来源期刊
Computers and Concrete
Computers and Concrete 工程技术-材料科学:表征与测试
CiteScore
8.60
自引率
7.30%
发文量
0
审稿时长
13.5 months
期刊介绍: Computers and Concrete is An International Journal that focuses on the computer applications in be considered suitable for publication in the journal. The journal covers the topics related to computational mechanics of concrete and modeling of concrete structures including plasticity fracture mechanics creep thermo-mechanics dynamic effects reliability and safety concepts automated design procedures stochastic mechanics performance under extreme conditions.
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