Predicting the shear strength of concrete beam through ANFIS-GA-PSO hybrid modeling

被引:15
|
作者
Li, Jie [1 ]
Yan, Gongxing [2 ]
Abbud, Luay Hashem [3 ]
Alkhalifah, Tamim [4 ]
Alturise, Fahad [4 ]
Khadimallah, Mohamed Amine [5 ]
Marzouki, Riadh [6 ]
机构
[1] Chongqing Creat Vocat Coll, Sch Architectural Engn, Chongqing 402160, Peoples R China
[2] Luzhou Vocat & Syst Coll, Sch Intelligent Construct, Luzhou 646000, Sichuan, Peoples R China
[3] Al Mustaqbal Univ, Air conditioning & Refrigerat Tech Engn Dept, Babylon 51001, Iraq
[4] Qassim Univ, Coll Sci & Arts Ar Rass, Dept Comp, Qasim, Saudi Arabia
[5] Prince Sattam Bin Abdulaziz Univ, Coll Engn Al Kharj, Dept Civil Engn, Al Kharj 11942, Saudi Arabia
[6] King Khalid Univ, Coll Sci, Chem Dept, Abha 61413, Saudi Arabia
关键词
Concrete beam shear strength; Reinforced concrete beam (RC); Artificial intelligence; Genetic algorithm (GA); Adaptive neuro-fuzzy inference system (ANFIS); Machine learning; AXIAL COMPRESSIVE BEHAVIOR; ARTIFICIAL NEURAL-NETWORK; FUZZY INFERENCE SYSTEM; RECYCLED CONCRETE; CONNECTORS; PERFORMANCE; CHANNEL; CAPACITY; COLUMNS; STRAIN;
D O I
10.1016/j.advengsoft.2023.103475
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this study, we developed an ANFIS-GA-PSO hybrid model for predicting the shear strength of concrete beams. Predicting the shear strength of concrete beams before construction is crucial in evaluating the structure's ability to withstand external forces such as floods and earthquakes. Building robust structures is critical in geotechnical engineering to guarantee that buildings can withstand external stresses. Shear strength is affected by the horizontal reinforcement yield strength, the ratio of shear span to concrete compressive strength, the effective depth, the depth-to-width ratio, and so on. In this study, soft computing (SC) algorithms, such as adaptive neuro-fuzzy inference systems (ANFIS), and genetic algorithms (GA) as the hybrid model were used with an extreme learning machine (ELM) to predict preliminary the analysis time. The outcomes were compared using the regression indices. The outcomes were compared using the regression indices. Comparing the results of all models, the RMSE and r of ANFIS-GA are 0.546, and 0.912, respectively. This is 0.888 and 0.833 for ELM. It was discovered that the generalized artificial intelligence model hybridized with GA-ANFIS could provide higher accurate assessment of the shear behavior of concrete beams than ELM Additionally, ELM displayed the fastest training performance, training the neural network in only seconds. Consequently, the results identify the essential elements that determine the shear strength of reinforced concrete beams with or without transverse reinforcement.
引用
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页数:16
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