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    Interlaminar Shear Strength Retention of GFRP Bars Exposed to Alkaline and Acidic Conditioning and Capacity Prediction Using Artificial Neural Networks

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 006::page 04024073-1
    Author:
    Mohammed Fasil
    ,
    Mesfer M. Al-Zahrani
    DOI: 10.1061/JCCOF2.CCENG-4752
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a study on the interlaminar shear strength (ILSS) retention of three types of glass fiber–reinforced polymer (GFRP) bars with different surface textures subjected to four types of conditioning environments (alkaline, alkaline, salt, acidic, and water) at two temperature levels (ambient laboratory and high temperature) for 3, 6, and 12 months. The conditioning temperature plays a critical role in reducing the strength of the bars. Scanning electron microscopy revealed the extent of damage to the fibers, resin, interface, and fracture morphologies in the cross sections. The causes of fiber cracking and lower strength upon exposure were validated by point energy-dispersive X-ray spectroscopy analyses, which detected the leaching of silicon from the fiber structure. Prediction models using multiple linear regression (MLR) and artificial neural networks (ANNs) were developed using Matrix Laboratory (MATLAB R2023b) software and compared. The coefficients of determination of the MLR and ANN prediction models were found to be 0.29 and 0.90, respectively, indicating the superiority of machine learning–based models in identifying and accounting for nonlinearities and highlighting their potential application in GFRP bars. Finally, the correlation between the transverse shear strength (TSS) and ILSS of the tested GFRP bars was identified. The ILSS of the bars was found to be approximately 0.26 times the TSS for any given conditioning scenario.
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      Interlaminar Shear Strength Retention of GFRP Bars Exposed to Alkaline and Acidic Conditioning and Capacity Prediction Using Artificial Neural Networks

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    contributor authorMohammed Fasil
    contributor authorMesfer M. Al-Zahrani
    date accessioned2025-04-20T10:29:11Z
    date available2025-04-20T10:29:11Z
    date copyright10/11/2024 12:00:00 AM
    date issued2024
    identifier otherJCCOF2.CCENG-4752.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304816
    description abstractThis paper presents a study on the interlaminar shear strength (ILSS) retention of three types of glass fiber–reinforced polymer (GFRP) bars with different surface textures subjected to four types of conditioning environments (alkaline, alkaline, salt, acidic, and water) at two temperature levels (ambient laboratory and high temperature) for 3, 6, and 12 months. The conditioning temperature plays a critical role in reducing the strength of the bars. Scanning electron microscopy revealed the extent of damage to the fibers, resin, interface, and fracture morphologies in the cross sections. The causes of fiber cracking and lower strength upon exposure were validated by point energy-dispersive X-ray spectroscopy analyses, which detected the leaching of silicon from the fiber structure. Prediction models using multiple linear regression (MLR) and artificial neural networks (ANNs) were developed using Matrix Laboratory (MATLAB R2023b) software and compared. The coefficients of determination of the MLR and ANN prediction models were found to be 0.29 and 0.90, respectively, indicating the superiority of machine learning–based models in identifying and accounting for nonlinearities and highlighting their potential application in GFRP bars. Finally, the correlation between the transverse shear strength (TSS) and ILSS of the tested GFRP bars was identified. The ILSS of the bars was found to be approximately 0.26 times the TSS for any given conditioning scenario.
    publisherAmerican Society of Civil Engineers
    titleInterlaminar Shear Strength Retention of GFRP Bars Exposed to Alkaline and Acidic Conditioning and Capacity Prediction Using Artificial Neural Networks
    typeJournal Article
    journal volume28
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/JCCOF2.CCENG-4752
    journal fristpage04024073-1
    journal lastpage04024073-20
    page20
    treeJournal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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