Asghar Raheel, Javed Muhammad Faisal, Ali Mujahid, Najeh Taoufik, Gamil Yaser
College of Civil Engineering and Architecture, Shandong University of Science and Technology, Qingdao, 266590, China.
Department of Civil Engineering, COMSATS University Islamabad, Abbottabad Campus, Abbottabad, 22060, Pakistan.
Sci Rep. 2024 May 2;14(1):10135. doi: 10.1038/s41598-024-59345-4.
This article presents a numerical and artificial intelligence (AI) based investigation on the web crippling performance of pultruded glass fiber reinforced polymers' (GFRP) rectangular hollow section (RHS) profiles subjected to interior-one-flange (IOF) loading conditions. To achieve the desired research objectives, a finite element based computational model was developed using one of the popular simulating software ABAQUS CAE. This model was then validated by utilizing the results reported in experimental investigation-based article of Chen and Wang. Once the finite element model was validated, an extensive parametric study was conducted to investigate the aforementioned phenomenon on the basis of which a comprehensive, universal, and coherent database was assembled. This database was then used to formulate the design guidelines for the web crippling design of pultruded GFRP RHS profiles by employing AI based gene expression programming (GEP). Based on the findings of numerical investigation, the web crippling capacity of abovementioned structural profiles subjected to IOF loading conditions was found to be directly related to that of section thickness and bearing length whereas inversely related to that of section width, section height, section's corner radii, and profile length. On the basis of the findings of AI based investigation, the modified design rules proposed by this research were found to be accurately predicting the web crippling capacity of aforesaid structural profiles. This research is a significant contribution to the literature on the development of design guidelines for pultruded GFRP RHS profiles subjected to web crippling, however, there is still a lot to be done in this regard before getting to the ultimate conclusions.
本文基于数值模拟和人工智能(AI),对拉挤玻璃纤维增强聚合物(GFRP)矩形空心截面(RHS)型材在单翼缘内侧(IOF)加载条件下的腹板失稳性能进行了研究。为实现预期的研究目标,使用流行的模拟软件ABAQUS CAE开发了基于有限元的计算模型。然后,利用Chen和Wang基于实验研究的文章中报道的结果对该模型进行了验证。有限元模型验证后,进行了广泛的参数研究以研究上述现象,并在此基础上建立了一个全面、通用且连贯的数据库。然后,利用基于AI的基因表达式编程(GEP),使用该数据库制定拉挤GFRP RHS型材腹板失稳设计的设计指南。基于数值研究结果,发现上述结构型材在IOF加载条件下的腹板失稳承载力与截面厚度和承压长度直接相关,而与截面宽度、截面高度、截面角半径和型材长度成反比。基于基于AI的研究结果,发现本研究提出的改进设计规则能够准确预测上述结构型材的腹板失稳承载力。本研究对拉挤GFRP RHS型材腹板失稳设计指南的文献发展做出了重大贡献,然而,在得出最终结论之前,在这方面仍有许多工作要做。