Several machine learning models to estimate the effect of an acid environment on the effective fracture toughness of normal and reinforced concrete

被引:11
作者
Albaijan, Ibrahim [1 ]
Fakhri, Danial [2 ]
Mohammed, Adil Hussein [3 ]
Mahmoodzadeh, Arsalan [2 ]
Ibrahim, Hawkar Hashim [4 ]
Elhag, Ahmed Babeker [5 ]
Rashidi, Shima [6 ]
机构
[1] Prince Sattam Bin Abdulaziz Univ, Coll Engn Al Kharj, Mech Engn Dept, Al Kharj 16273, Saudi Arabia
[2] Univ Halabja, Civil Engn Dept, IRO, Halabja 46018, Iraq
[3] Cihan Univ Erbil, Fac Engn, Dept Commun & Comp Engn, Erbil, Kurdistan Regio, Iraq
[4] Salahaddin Univ Erbil, Coll Engn, Dept Civil Engn, Erbil 44002, Kurdistan Regio, Iraq
[5] King Khalid Univ, Coll Engn, Dept Civil Engn, Abha 61413, Saudi Arabia
[6] Univ Human Dev, Coll Sci & Technol, Dept Comp Sci, Sulaymaniyah, Kurdistan Regio, Iraq
关键词
Reinforced concrete; Effective fracture toughness; Central straight notched Brazilian disc; Acid environment; Machine learning;
D O I
10.1016/j.tafmec.2023.103999
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Crack extension and subsequent concrete fracture are regulated by the concrete's fracture toughness, making it an essential feature. Concrete, made from the most common and inexpensive building components, is the material of choice in civil engineering. Therefore, fractures and cracks may cause significant damage that may be impossible to repair. Furthermore, concrete constructions lose mechanical strength when encountering an acidic environment. This has led to the development of fiber-reinforced concrete, which addresses the issues. Therefore, studying the mechanical properties of concrete under different environmental conditions is of particular importance and should be considered in designs. For this purpose, in this study, the effect of an acid environment (PH = 5) on the effective fracture toughness (Keff) of three types of concrete, including conventional concrete (CC), glass fiber-reinforced concrete (GFC), and glass fiber/microsilica-reinforced concrete (GFMSC), was investigated using the central straight notched Brazilian disc (CSNBD) test. Also, since conducting laboratory tests to obtain the Keff of concrete samples is time-consuming and costly, it is necessary to provide tools to estimate this concrete property with high accuracy in a short period and without the need for such a high cost. Using machine learning (ML)-based models was a suitable option to address such problems. For this purpose, twelve ML-based models were presented using 420 datasets generated from the CSNBD test to estimate the Keff of different concrete samples. The behavior of the ML models compared to the CSNBD test was investigated, and the correct and acceptable performance of each of them in estimating the Keff of concrete was confirmed. The CSNBD and ML results showed that an acid environment (PH = 5) has a more destructive effect on the concrete's Keff than a neutral environment (PH = 7). Also, reinforced concrete (GFC and GFMSC) is always more resistant to acid environments than normal concrete (CC). To further aid in the estimation of the concrete's Keff for engineering challenges, a graphical user interface (GUI) for the ML-based models was developed.
引用
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页数:14
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共 56 条
  • [41] Gaussian processes in machine learning
    Rasmussen, CE
    [J]. ADVANCED LECTURES ON MACHINE LEARNING, 2004, 3176 : 63 - 71
  • [42] Predicting mode-I fracture toughness of rocks using soft computing and multiple regression
    Roy, Debanjan Guha
    Singh, T. N.
    Kodikara, J.
    [J]. MEASUREMENT, 2018, 126 : 231 - 241
  • [43] A new expression to evaluate the critical fracture load for bainitic functionally graded steels under mixed mode (I plus II) loading
    Salavati, H.
    Alizadeh, Y.
    Kazemi, A.
    Berto, F.
    [J]. ENGINEERING FAILURE ANALYSIS, 2015, 48 : 121 - 136
  • [44] Deep learning in neural networks: An overview
    Schmidhuber, Juergen
    [J]. NEURAL NETWORKS, 2015, 61 : 85 - 117
  • [45] State-of-the-Art Machine Learning Techniques Aiming to Improve Patient Outcomes Pertaining to the Cardiovascular System
    Sevakula, Rahul Kumar
    Au-Yeung, Wan-Tai M.
    Singh, Jagmeet P.
    Heist, E. Kevin
    Isselbacher, Eric M.
    Armoundas, Antonis A.
    [J]. JOURNAL OF THE AMERICAN HEART ASSOCIATION, 2020, 9 (04):
  • [46] Effect of aspect ratio on dynamic fracture toughness of particulate polymer composite using artificial neural network
    Sharma, Aanchna
    Kumar, S. Anand
    Kushvaha, Vinod
    [J]. ENGINEERING FRACTURE MECHANICS, 2020, 228
  • [47] Deformation Performance and Fracture Toughness of Carbon Nanofiber-Modified Cement-Based Materials
    Shi, Tao
    Liu, Yanming
    Hu, Zhuojun
    Cen, Muqiu
    Zeng, Chen
    Xu, Jinhao
    Zhao, Zhifang
    [J]. ACI MATERIALS JOURNAL, 2022, 119 (05) : 118 - 127
  • [48] Study on mechanical properties of the interfacial transition zone in carbon nanofiber-reinforced cement mortar based on the PeakForce tapping mode of atomic force microscope
    Shi, Tao
    Liu, Yanming
    Zhao, Xingyu
    Wang, Jianmin
    Zhao, Zhifang
    Corr, David J.
    Shah, Surendra P.
    [J]. JOURNAL OF BUILDING ENGINEERING, 2022, 61
  • [49] Control of Time Delay Force Feedback Teleoperation System With Finite Time Convergence
    Wang, Jingwen
    Tian, Jiawei
    Zhang, Xia
    Yang, Bo
    Liu, Shan
    Yin, Lirong
    Zheng, Wenfeng
    [J]. FRONTIERS IN NEUROROBOTICS, 2022, 16
  • [50] Establishing a 3D aggregates database from X-ray CT scans of bulk concrete
    Wang, Mingzhi
    Yang, Xu
    Wang, Wei
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2022, 315