纤维增强塑料
材料科学
乙烯基酯
环氧树脂
复合材料
耐久性
极限抗拉强度
聚合物
玻璃纤维
降级(电信)
海水
共聚物
电信
海洋学
计算机科学
地质学
作者
Qi Zhao,Xiao‐Ling Zhao,Daxu Zhang,Jian‐Guo Dai,Xuanyi Xue
出处
期刊:Journal of Composites for Construction
[American Society of Civil Engineers]
日期:2024-01-17
卷期号:28 (2)
被引量:9
标识
DOI:10.1061/jccof2.cceng-4474
摘要
This paper aimed to study the compatibility between E-glass of chemical resistance (ECR-glass) fibers and the polymer matrix and the influence of different matrix types on the durability performance of ECR-glass fiber–reinforced polymer (GFRP) bars in a marine concrete environment. Two types of matrices, epoxy and vinyl ester, were employed to fabricate GFRP bars, which were then subjected to accelerated exposure by immersion in a simulated seawater sea-sand concrete (SWSSC) pore solution. The degradation performance and damage mechanism were thoroughly investigated. The results indicated that hydrolytic degradation of the cured epoxy and vinyl matrices and subsequent chemical etching to glass fibers are the primary damage mechanisms affecting GFRP bars in the SWSSC environment. Based on these mechanisms, two damage models were proposed: a chemical etching-based model and a hydroxyl ion diffusion-based model. These models enabled the prediction of the residual tensile strength of GFRP bars in the SWSSC pore solution environment at different temperatures. The accuracy of the proposed models was validated through comparisons with experimental data.
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