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基于基因表达式编程和遗传算法的三元复合混凝土中水泥、粉煤灰和矿渣混合物的优化设计

Optimal Design of the Cement, Fly Ash, and Slag Mixture in Ternary Blended Concrete Based on Gene Expression Programming and the Genetic Algorithm.

作者信息

Wang Xiao-Yong

机构信息

Department of architectural engineering, Kangwon National University, Chuncheon 24341, Korea.

出版信息

Materials (Basel). 2019 Jul 31;12(15):2448. doi: 10.3390/ma12152448.

Abstract

Concrete producers and construction companies are interested in improving the sustainability of concrete, including reducing its CO emissions and the costs of materials while maintaining its mechanical properties, workability, and durability. In this study, we propose a simple approach to the optimal design of the fly ash and slag mixture in blended concrete that considers the carbon pricing, material cost, strength, workability, and carbonation durability. Firstly, the carbon pricing and the material cost are calculated based on the concrete mixture and unit prices. The total cost equals the sum of the material cost and the carbon pricing, and is set as the optimization's objective function. Secondly, 25 various mixtures are used as a database of optimization. The database covered a wide range of strengths between 25 MPa and 55 MPa and a wide range of workability between 5 and 25 cm in slump. Gene expression programming is used to predict the concrete's strength and slump. The ternary blended concrete's carbonation depth is calculated using the efficiency factors of fly ash and slag. Thirdly, the genetic algorithm is used to find the optimal mixture under various constraints. We provide examples to illustrate the design of ternary blended concrete with different strength levels and environmental CO concentrations. The results show that, for a suburban region, carbonation durability is the controlling factor in terms of the design of the mixture when the design strength is less than 40.49 MPa, and the compressive strength is the controlling factor in the design of the mixture when the design strength is greater than 40.49 MPa. For an urban region, the critical strength for distinguishing carbonation durability control and strength control is 45.93 MPa. The total cost, material cost, and carbon pricing increase as the concrete's strength increases.

摘要

混凝土生产商和建筑公司都希望提高混凝土的可持续性,包括减少其碳排放以及材料成本,同时保持其机械性能、工作性和耐久性。在本研究中,我们提出了一种简单的方法来优化混合混凝土中粉煤灰和矿渣的混合物设计,该方法考虑了碳定价、材料成本、强度、工作性和碳化耐久性。首先,根据混凝土混合物和单价计算碳定价和材料成本。总成本等于材料成本与碳定价之和,并将其设定为优化的目标函数。其次,使用25种不同的混合物作为优化数据库。该数据库涵盖了25MPa至55MPa的广泛强度范围以及5至25cm坍落度的广泛工作性范围。基因表达式编程用于预测混凝土的强度和坍落度。使用粉煤灰和矿渣的效率因子计算三元混合混凝土的碳化深度。第三,使用遗传算法在各种约束条件下找到最优混合物。我们提供了示例来说明不同强度等级和环境二氧化碳浓度下三元混合混凝土的设计。结果表明,对于郊区地区,当设计强度小于40.49MPa时,碳化耐久性是混合物设计的控制因素;当设计强度大于40.49MPa时,抗压强度是混合物设计的控制因素。对于城市地区,区分碳化耐久性控制和强度控制的临界强度为45.93MPa。随着混凝土强度的增加,总成本、材料成本和碳定价都会增加。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/04b0/6696281/e91af64e6d20/materials-12-02448-g001.jpg

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