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A new predictive model for the bond strength of FRP-to-concrete composite joints

机译:FRP与混凝土复合节点粘结强度的新预测模型

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摘要

In this work, gene expression programming (GEP), as a new tool, has been used to predict the bond strength of fibre-reinforced polymer-to-concrete composite joints as the performance symbol of this structure. Some 238 datasets were collected from the literature, divided into 192 and 46 sets at random and then trained and tested respectively by means of GEP. The parameters width of prism, concrete cylinder compressive strength, width of fibre-reinforced polymer (FRP), thickness of FRP, modulus of elasticity of FRP and bond length were used as input parameters. Using these input parameters, the bond strength of FRP-to-concrete composite joints in different conditions was predicted in the GEP model. The training and testing results in the GEP model show that GEP is a powerful tool for predicting the bond strength values of the FRP-to-concrete composite joints in the range considered.
机译:在这项工作中,基因表达编程(GEP)作为一种新工具,已被用来预测纤维增强的聚合物与混凝土复合材料接头的粘结强度,以此作为该结构的性能标志。从文献中收集了约238个数据集,随机分为192和46组,然后分别通过GEP训练和测试。输入参数包括棱柱的宽度,混凝土圆柱体的抗压强度,纤维增强聚合物的宽度,玻璃纤维的厚度,玻璃纤维的弹性模量和粘结长度。使用这些输入参数,可以在GEP模型中预测不同条件下FRP与混凝土复合节点的粘结强度。 GEP模型中的训练和测试结果表明,GEP是一种在所考虑范围内预测FRP与混凝土复合节点的粘结强度值的强大工具。

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