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Durability and service life prediction of GFRP bars embedded in concrete under acid environment

机译:酸性环境下埋入混凝土中的玻璃纤维增​​强筋的​​耐久性和使用寿命预测

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摘要

In recent years, glass fiber reinforcing polymers (GFRP) has emerged as an alternative to conventional steel reinforcing bars in concrete structures. The bond behavior of GFRP bars to concrete under acidic environment is important because of increasing acid rain in China nowadays. This paper presents an experimental investigation into comparison of the durability of the bond between GFRP and steel bars to concrete under acid environment. The specimens were subject to corrosion by immersion in acid solutions with different concentration. One hundred and twenty pullout specimens were used to study the effect of different environment on bond strength of GFRP and steel bars to concrete. Experimental results showed that, For GFRP bars, at the end of 75 days of conditioning duration, maximum bond strength loss of 11 %, 22%, 17.2% and 14% were observed in tap water, pH - 2, pH=3, and pH= 4 environment, respectively. For steel bars, at the end of 75 days of conditioning duration, maximum bond strength loss of 19.6% and 12.3% were observed in pH=2 and pH=3 environment, respectively. The influence of solution concentration on bond strength of GFRP bars was determined using Arrhenius equation and time shift method (TSF).
机译:近年来,玻璃纤维增​​强聚合物(GFRP)已经成为混凝土结构中常规钢筋的替代品。由于当今中国酸雨的增加,在酸性环境下GFRP筋与混凝土的粘结性能非常重要。本文提供了一个实验研究,以比较在酸性环境下GFRP和钢筋与混凝土之间的粘结耐久性。试样通过浸入不同浓度的酸溶液中而受到腐蚀。使用一百二十个拉出样本来研究不同环境对玻璃纤维增​​强塑料和钢筋与混凝土的粘结强度的影响。实验结果表明,对于GFRP筋,在调理持续时间为75天结束时,在pH-2,pH = 3和pH为2的自来水中观察到最大粘结强度损失为11%,22%,17.2%和14%。 pH = 4环境。对于钢筋,在调理持续时间为75天结束时,在pH = 2和pH = 3的环境中分别观察到最大粘结强度损失为19.6%和12.3%。使用Arrhenius方程和时移法(TSF)确定溶液浓度对GFRP筋粘结强度的影响。

著录项

  • 来源
    《Nuclear Engineering and Design》 |2011年第10期|p.4095-4102|共8页
  • 作者单位

    College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210098, China;

    College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210098, China;

    College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210098, China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-18 00:44:36

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