Predicting mechanical properties of engineering cementitious composite reinforced with PVA using artificial neural network

被引:13
作者
Morsy, Alaa M. [1 ]
Abd Elmoaty, Abd Elmoaty M. B. [2 ,3 ]
Harraz, Abdelrhman B. [3 ]
机构
[1] Arab Acad Sci Technol & Maritime Transport, Coll Engn & Technol, Construction & Bldg Dept, Alexandria, Egypt
[2] Alexandria Univ, Fac Engn, Struct Engn Dept, Alexandria, Egypt
[3] Arab Acad Sci Technol & Maritime Transport, Coll Engn & Technol, Construct & Bldg Dept, Alexandria, Egypt
关键词
Artificial neural network; Engineered cementitious composite; Compressive strength; Flexural strength; Tensile strength; HIGH-PERFORMANCE CONCRETE; FLY-ASH; ECC; STRENGTH; AGGREGATE; DUCTILITY; BEHAVIOR; MODEL;
D O I
10.1016/j.cscm.2022.e00998
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper developed an artificial neural network (ANN) models to predict engineered cementitious composites (ECC) mechanical properties such as compressive strength, flexural strength, and direct tensile stress-strain curve. ANN models were created, trained, validated, and tested based on a large data set with variable mix designs. The used data set was 151,76, and 44 test results for compressive strength, flexural strength, and direct tensile stress-strain curve collected from recently published research. Models data analysis showed outstanding predictive performance with accepted accuracy near to 100%. Additional evaluation using an extra experimental data set confirmed the accuracy of the proposed ANN models with minimum relative errors around (0.15:9.40) % for compressive strength, (0.05:4.71) % for flexural strength, and (1.40:5.00) % for the tensile strength. Based on the model's data analysis, additional data sets evaluation, and the statistical tools for the external data set including the absolute fraction of variance (R-2), and the degree of agreement (d) the models were capable of predicting the mechanical strengths of ECC mixtures. Finally, stress-strain relations can be predicted precisely using ANN models with a maximum variance of 7.10%.
引用
收藏
页数:21
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