Generational Advancements in the Transverse Shear Strength Retention of Glass Fiber-Reinforced Polymer Bars in Alkaline and Acidic Environments

被引:3
|
作者
Al-Zahrani, Mesfer M. [1 ,2 ]
机构
[1] King Fahd Univ Petr & Minerals, Civil & Environm Engn Dept, Dhahran 31261, Saudi Arabia
[2] King Fahd Univ Petr & Minerals, Interdisciplinary Res Ctr Construct & Bldg Mat IRC, Dhahran 31261, Saudi Arabia
关键词
glass fiber-reinforced polymer (GFRP) bars; long-term performance; accelerated aging; artificial neural network; linear regression; COMPRESSIVE STRENGTH; CARBON-FIBER; GFRP; PERFORMANCE; DURABILITY; PREDICTION; BEHAVIOR; BASALT;
D O I
10.3390/polym16192712
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
In this study, the transverse shear strength (TSS) retention of two types of new-generation glass fiber-reinforced polymer (GFRP) bars, namely ribbed (RB) and sand-coated (SC) bars, was investigated under alkaline, acidic, and marine conditions in both high-temperature and laboratory environments for up to one year. The ribbed GFRP bars exhibited no notable reduction in strength under ambient conditions after 12 months, but under high-temperature conditions (60 degrees C), they showed TSS reductions of 10.6%, 9.7%, 11.1%, and 10.9% for exposure solutions E1, E2, E3, and E4, respectively. The sand-coated GFRP bars showed slight strength reductions under ambient conditions and moderate reductions under high-temperature conditions (60 degrees C), with TSS reductions of 22.5%, 29.0%, 13.0%, and 13.7% for the same solutions, highlighting the detrimental effect of high temperatures on the degradation of the resin matrix. Comparative analyses of older-generation ribbed (RB-O1 and RB-O2) and sand-coated (SC-O) GFRP bars exposed to similar conditioning solutions for the same duration were also performed. In addition, linear regression and artificial neural network (ANN) models were developed to predict strength retention. Models developed using linear regression and ANNs achieved coefficients of determination (R2) of 0.69 and 0.94, respectively, indicating that the ANN model is a more robust tool for predicting the TSS of GFRP bars than is the conventional linear regression model.
引用
收藏
页数:24
相关论文
共 50 条
  • [21] Performance of Glass Fiber-Reinforced Polymer Bent Bars
    Jeremic, Natasa
    Sheikh, Shamim A.
    ACI STRUCTURAL JOURNAL, 2021, 118 (02) : 273 - 285
  • [22] Effects of Diameter on the Durability of Glass Fiber-Reinforced Polymer Bars Conditioned in Alkaline Solution
    Benmokrane, Brahim
    Manalo, Allan
    Bouhet, Jean-Charles
    Mohamed, Khaled
    Robert, Mathieu
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2017, 21 (05)
  • [23] Punching shear strength of glass fiber-reinforced polymer reinforced concrete flat slabs
    Hassan, Mohamed
    Ahmed, Ehab A.
    Benmokrane, Brahim
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2013, 40 (10) : 951 - 960
  • [24] Nanomodification, Hybridization and Temperature Impact on Shear Strength of Basalt Fiber-Reinforced Polymer Bars
    Ogrodowska, Karolina
    Luszcz, Karolina
    Garbacz, Andrzej
    POLYMERS, 2021, 13 (16)
  • [25] Deformability and Stiffness Characteristics of Concrete Shear Walls Reinforced with Glass Fiber-Reinforced Polymer Reinforcing Bars
    Hassanein, Ahmed
    Mohamed, Nayera
    Farghaly, Ahmed Sabry
    Benmokrane, Brahim
    ACI STRUCTURAL JOURNAL, 2020, 117 (01) : 183 - 196
  • [26] Evaluation of Flexural and Shear Stiffness of Concrete Squat Walls Reinforced with Glass Fiber-Reinforced Polymer Bars
    Arafa, Ahmed
    Farghaly, Ahmed Sabry
    Benmokrane, Brahim
    ACI STRUCTURAL JOURNAL, 2018, 115 (01) : 211 - 221
  • [27] Shear strength of one-way concrete slabs reinforced with fiber-reinforced polymer composite bars
    El-Sayed, A
    El-Salakawy, E
    Benmokrane, B
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2005, 9 (02) : 147 - 157
  • [28] Shear behavior of high-strength concrete beams reinforced with carbon fiber-reinforced polymer bars
    Moussa, Amr M. A.
    Said, Hemdan O. A.
    Khodary, Farag
    Hassanean, Yahia A.
    ENGINEERING STRUCTURES, 2025, 325
  • [29] Strength of rectangular concrete columns reinforced with fiber-reinforced polymer bars
    Choo, CC
    Harik, IE
    Gesund, H
    ACI STRUCTURAL JOURNAL, 2006, 103 (03) : 452 - 459
  • [30] Strength of rectangular concrete columns reinforced with fiber-reinforced polymer bars
    Kentucky Transportation Center, Department of Civil Engineering, University of Kentucky, Lexington, KY, United States
    不详
    ACI Struct J, 2006, 3 (452-459):