Ding Wangfei, Alharbi Abdullah, Almadhor Ahmad, Rahnamayiezekavat Payam, Mohammadi Masoud, Rashidi Maria
Academy of Traffic and Municipal Engineering, Chongqing Jianzhu College, Chongqing 400072, China.
Department of Information Technology, College of Computers and Information Technology, Taif University, P.O. Box 11099, Taif 21944, Saudi Arabia.
Materials (Basel). 2022 Feb 14;15(4):1402. doi: 10.3390/ma15041402.
It is very important to keep structures and constructional elements in service during and after exposure to elevated temperatures. Investigation of the structural behaviour of different components and structures at elevated temperatures is an approach to manipulate the serviceability of the structures during heat exposure. Channel connectors are widely used shear connectors not only for their appealing mechanical properties but also for their workability and cost-effective nature. In this study, a finite element (FE) evaluation was performed on an authentic composite model, and the behaviour of the channel shear connector at elevated temperature was examined. Furthermore, a novel hybrid intelligence algorithm based on a feature-selection trait with the incorporation of particle swarm optimization (PSO) and multi-layer perceptron (MLP) algorithms has been developed to predict the slip response of the channel. The hybrid intelligence algorithm that uses artificial neural networks is performed on derived data from the FE study. Finally, the obtained numerical results are compared with extreme learning machine (ELM) and radial basis function (RBF) results. The MLP-PSO represented dramatically accurate results for slip value prediction at elevated temperatures. The results proved the active presence of the channels, especially to improve the stiffness and loading capacity of the composite beam. Although the height enhances the ductility, stiffness is significantly reduced at elevated temperatures. According to the results, temperature, failure load, the height of connector and concrete block strength are the key governing parameters for composite floor design against high temperatures.
在暴露于高温期间及之后,保持结构和建筑构件处于服役状态非常重要。研究不同构件和结构在高温下的结构行为是一种在热暴露期间控制结构适用性的方法。槽钢连接件是广泛使用的抗剪连接件,不仅因其具有吸引人的力学性能,还因其可加工性和性价比高。在本研究中,对一个真实的组合模型进行了有限元(FE)评估,并研究了槽钢抗剪连接件在高温下的行为。此外,还开发了一种基于特征选择特性并结合粒子群优化(PSO)和多层感知器(MLP)算法的新型混合智能算法,以预测槽钢的滑移响应。对有限元研究得出的数据执行了使用人工神经网络的混合智能算法。最后,将获得的数值结果与极限学习机(ELM)和径向基函数(RBF)的结果进行比较。MLP - PSO在预测高温下的滑移值方面表现出非常准确的结果。结果证明了槽钢的积极作用,特别是在提高组合梁的刚度和承载能力方面。尽管高度提高了延性,但在高温下刚度会显著降低。根据结果,温度、破坏荷载、连接件高度和混凝土块强度是组合楼盖抗高温设计的关键控制参数。