人工神经网络预测frp -混凝土极限粘结强度

Jamal A. Abdalla, R. Hawileh, A. Al-Tamimi
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引用次数: 23

摘要

纤维增强聚合物(FRP)与混凝土之间的极限粘结强度是影响加固梁性能及其破坏模式和破坏机制的重要因素之一。在本研究中,基于几个影响FRP与混凝土的因素,建立了一个人工神经网络(ANN)模型来预测FRP与混凝土之间的极限粘结强度(Pu)。这些因素被用作人工神经网络的输入,包括混凝土棱镜宽度(bc)、混凝土抗压强度(fcu)、混凝土抗拉强度(ft)以及FRP厚度(tf)、宽度(bf)、抗拉强度(ff)、弹性模量(Ef)和FRP与混凝土之间的粘结长度(L)。将人工神经网络预测的极限强度载荷与实验值进行了比较。结果表明,与实验值相比,人工神经网络模型预测的最终粘结强度具有较好的准确性,通过使用类似标准化试验产生的足够数据,可以进一步提高模型的准确性。基于所建立的模型,与现有模型相比,可以进行参数化研究,以研究几个参数对FRP与混凝土之间的极限粘结强度以及粘结滑移行为的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Prediction of FRP-concrete ultimate bond strength using Artificial Neural Network
The ultimate bond strength between Fiber Reinforced Polymers (FRP) and concrete is one of the most important elements in the performance of the strengthened beam and its failure mode and failure mechanism. In this investigation an Artificial Neural Network (ANN) model has been developed to predict the ultimate bond strength (Pu) between FRP and concrete based on several factors that influence it. These factors, which were used as input to the ANN, include concrete prism width (bc), concrete compressive strength (fcu), concrete tensile strength (ft) as well as the FRP thickness (tf), width (bf), tensile strength (ff), elastic modulus (Ef) and the bond length (L) between FRP and concrete. The ANN predicted ultimate strength loads were compared with experimental values. It is concluded that the ultimate bond strength predicted by the ANN model are reasonably accurate compared to the experimental values and the accuracy can be further improved by using sufficient data generated by similar standardized tests. Based on the developed model, a parametric study can be carried out to investigate the influence of several parameters on the ultimate bond-strength between FRP and concrete and on the behaviour of bond slip compared to existing models.
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