船舶水动力荷载下钢筋混凝土挡土墙设计的计算方法

IF 3.4 Q1 ENGINEERING, MECHANICAL
Arshia Shishegaran, Aydin Shishegaran
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引用次数: 0

摘要

重要而特殊的基础设施,特别是海洋结构的健康监测和损伤检测是结构工程中的重要挑战之一,因为它们受到腐蚀和水动力载荷的影响。海洋结构在腐蚀和水力荷载作用下的模拟是复杂的;因此,本研究结合点云数据集、验证有限元模型、参数化研究和机器学习等方法,根据钢筋混凝土挡土墙的设计参数,对钢筋混凝土挡土墙的损伤面和承载能力进行估算。在有限元法验证的基础上,对144个试件进行了有限元模拟,得到了位移控制载荷。设计参数为抗压强度、钢筋厚度、钢筋强度和钢筋比。结果表明,混凝土混凝土的厚度对降低混凝土混凝土的损伤面和承载能力影响最大。结果表明,基因表达编程(Gene Expression Programming, GEP)预测损伤表面和承载能力的准确率分别为99%和97%。减小RRCWs厚度可使损伤面减少到2.5%,增大RRCWs厚度可使承载能力提高到51% ~ 59%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Computational Method for Designing the Retaining Reinforcement Concrete Wall Under Hydrodynamic Load in Marine

Computational Method for Designing the Retaining Reinforcement Concrete Wall Under Hydrodynamic Load in Marine

Health monitoring and damage detection for important and special infrastructures, especially marine structures, are one of the important challenges in structural engineering because they are subjected to corrosion and hydrodynamic loads. Simulation of marine structures under corrosion and hydraulic loads is complex; thus, a combination of point cloud data sets, validation finite element model, parametric studies, and machine-learning methods was used in this study to estimate the damaged surface of retaining reinforced concrete walls (RRCWs) and the load-carrying capacity of RRCWs according to design parameters of RRCWs. After validation of the finite element method (FEM), 144 specimens were simulated using the FEM and the obtained displacement-control loading. Compressive strength, thickness of RRCWs, strength of reinforcement bars, and ratio of reinforcement bars were considered as the design parameters. The results show that the thickness of RRCWs has the most effect on decreasing the damaged surface and load-carrying capacity. Furthermore, the results demonstrate that Gene Expression Programming (GEP) performs better than all models and can predict the damaged surface and load-carrying capacity with 99% and 97% accuracy, respectively. Moreover, by decreasing the thickness of RRCWs, the damaged surface is reduced to 2.5%, and by increasing the thickness, the load-carrying capacity is increased to 51%–59%.

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