Hybrid intelligence framework for optimizing shear capacity of lightweight FRP-reinforced concrete beams

Q1 Engineering International Journal of Lightweight Materials and Manufacture Pub Date : 2025-01-01 Epub Date: 2024-07-10 DOI:10.1016/j.ijlmm.2024.07.003
Iman Faridmehr , Moncef L. Nehdi , Mohammad Ali Sahraei , Kiyanets Aleksandr Valerievich , Chiara Bedon
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Abstract

This study rigorously assesses the shear capacity of fiber-reinforced polymer (FRP) reinforced concrete (RC) beams as a lightweight material alternative, scrutinizing the efficacy of the Eurocode and ACI design codes. Leveraging a dataset of 260 experimental FRP-RC beam cases, two distinct Artificial Neural Network (ANN) models were developed using the Levenberg-Marquardt algorithm. Beams with and without stirrups were considered, with parameters including beam width (b), depth (d), length (L), concrete compressive strength (fc), FRP modulus of elasticity (Efr, Efs) and FRP reinforcement ratios (ρf, ρfs). Multi-objective optimization was deployed to integrate Genetic Algorithms (GA) and fmincon to optimize beam parameters for maximizing the shear capacity, Vc. Sensitivity analysis allowed to quantify the influence of each parameter, revealing that b and d significantly affect Vc, with sensitivity scores of 0.39 and 0.35, respectively. The optimization process, highlighted by a 3D scatter plot, dynamically illustrated trade-offs among key design parameters (ρf, ρfs, d), giving insights into the complex interplay in FRP beam design. The hybrid intelligence models reached superior predictive accuracy over traditional codes, achieving R2 values of 0.89. Notably, for beams without stirrups, model predictions closely matched experimental data, with a lower average ratio (1.02) compared to Eurocode (1.65) and ACI (1.58). Principal Component Analysis (PCA) has elucidated the intricate interactions among variables, thereby deepening insights into the structural dynamics of FRP-RC beams. Incorporating artificial intelligence, sophisticated optimization methodologies, and thorough statistical evaluations establishes a holistic approach for the structural examination of FRP-RC beams, providing improved precision and valuable viewpoints for the refinement of future designs.
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优化轻质玻璃钢加固混凝土梁抗剪能力的混合智能框架
本研究严格评估了纤维增强聚合物(FRP)增强混凝土(RC)梁作为轻质材料替代品的抗剪能力,仔细检查了欧洲规范和ACI设计规范的有效性。利用260个实验FRP-RC梁案例的数据集,使用Levenberg-Marquardt算法开发了两种不同的人工神经网络(ANN)模型。考虑带箍筋和不带箍筋的梁,参数包括梁宽(b)、深度(d)、长度(L)、混凝土抗压强度(fc’)、FRP弹性模量(Efr, Efs)和FRP配筋率(ρf, ρfs)。采用多目标优化方法,结合遗传算法(GA)和fmincon对梁参数进行优化,以实现抗剪能力最大化。敏感性分析可以量化各参数的影响,发现b和d显著影响Vc,敏感性评分分别为0.39和0.35。优化过程通过3D散点图突出显示,动态说明了关键设计参数(ρf, ρfs, d)之间的权衡,从而深入了解FRP梁设计中的复杂相互作用。混合智能模型的预测精度优于传统代码,R2值为0.89。值得注意的是,对于没有马镫的梁,模型预测与实验数据非常吻合,与欧洲规范(1.65)和ACI(1.58)相比,模型预测的平均比率(1.02)较低。主成分分析(PCA)阐明了变量之间复杂的相互作用,从而加深了对FRP-RC梁结构动力学的认识。结合人工智能、复杂的优化方法和全面的统计评估,为FRP-RC梁的结构检查建立了一种全面的方法,为未来设计的改进提供了更高的精度和有价值的观点。
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来源期刊
International Journal of Lightweight Materials and Manufacture
International Journal of Lightweight Materials and Manufacture Engineering-Industrial and Manufacturing Engineering
CiteScore
9.90
自引率
0.00%
发文量
52
审稿时长
48 days
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