首页> 外文期刊>Composites >Bond durability of basalt-fiber-reinforced-polymer (BFRP) bars embedded in concrete in aggressive environments
【24h】

Bond durability of basalt-fiber-reinforced-polymer (BFRP) bars embedded in concrete in aggressive environments

机译:侵蚀性环境中嵌入混凝土中的玄武岩纤维增强聚合物(BFRP)钢筋的粘结耐久性

获取原文
获取原文并翻译 | 示例
获取外文期刊封面目录资料

摘要

Recently, basalt-fiber-reinforced-polymer (BFRP) bars have emerged as a promising alternative to glass-fiber-reinforced-polymer (GFRP) bars. So far, however, BFRP bars have not been incorporated into design standards and specifications. This is due to limited studies and lack of knowledge on the performance of the bars in concrete, in particular, their bond durability when exposed to aggressive environments. This paper presents some results of an extensive research program investigating the bond durability behaviors of BFRP bars in concrete structures and the long-term bond-strength-retention predications of the BFRP bars on the basis of short-term tests results. This research included testing deformed BFRP bars measuring 12 mm in diameter. Pullout specimens were tested with direct tensile loading after being exposed to an alkaline solution (pH 12.9) for 1.5, 3, and 6 months at temperatures of 40 degrees C, 50 degrees C, and 60 degrees C. This paper investigated the effects of alkaline environment, exposure periods, and elevated temperatures on bond strength as well as the degradation mechanism and mode of failure of the BFRP-reinforced specimens. In addition, optical microscopy and scanning electronic microscopy were used to investigate the degradation of BFRP bars tested. The test results indicate an initial increase in the bond strength of the conditioned specimens as the temperature increased compared to their unconditioned specimens. After 1.5 months of exposure, the specimens conditioned at 50 degrees C and 60 degrees C, respectively, had bond-strength increases of 25% and 26%, while the specimens conditioned at 40 degrees C exhibited no noticeable changes (a minor decrease of 4.3%). Nevertheless, the bond strength of the conditioned specimens deteriorated during immersion. The highest bond strength reductions occurred in the conditioned specimens after 6 months of exposure at 40 degrees C (a 16% loss), followed by specimens conditioned at 50 degrees C (7% loss) and 60 degrees C (5% loss) compared to their counterparts at 1.5 months. Lastly, the long-term bond-strength-retention predications of the BFRP bars after 50 years of service life in dry, moist, and moisture-saturated environments with mean annual temperatures between 5 degrees C and 35 degrees C ranged from 71% to 92%. (C) 2016 Elsevier Ltd. All rights reserved.
机译:近来,玄武岩纤维增强聚合物(BFRP)棒已经成为玻璃纤维增​​强聚合物(GFRP)棒的有前途的替代品。但是,到目前为止,BFRP钢筋尚未纳入设计标准和规范中。这是由于有限的研究和对钢筋在混凝土中的性能,尤其是暴露于侵蚀性环境下的粘结耐久性的了解不足。本文介绍了一项广泛的研究计划的结果,该计划研究了BFRP钢筋在混凝土结构中的粘结耐久性行为以及基于短期测试结果的BFRP钢筋的长期粘结强度保持预测。该研究包括测试直径为12毫米的变形BFRP钢筋。在40°C,50°C和60°C的温度下,将暴露于碱性溶液(pH 12.9)中1.5、3和6个月的样品在直接拉伸载荷下进行测试。本文研究了碱性的影响环境,暴露时间和高温对粘结强度的影响,以及BFRP增强样品的降解机理和破坏模式。另外,使用光学显微镜和扫描电子显微镜来研究所测试的BFRP棒的降解。测试结果表明,与未经处理的试样相比,随着温度的升高,经过处理的试样的粘结强度会开始增加。暴露1.5个月后,分别在50摄氏度和60摄氏度条件下处理的样品的结合强度分别提高了25%和26%,而在40摄氏度的条件下样品的粘合强度无明显变化(轻微降低了4.3%) %)。然而,在浸入过程中,调理后的样品的结合强度变差。与暴露于40摄氏度(损耗16%)的6个月后相比,与之相比,在经过调节的样品中,粘结强度降低幅度最大,其次是在50摄氏度(损耗7%)和60摄氏度(损耗5%)的条件下。他们的同行在1.5个月。最后,在年平均温度介于5摄氏度和35摄氏度之间的干燥,潮湿和湿气饱和的环境中使用50年后,BFRP钢筋的长期粘结强度保持预测范围为71%至92 %。 (C)2016 Elsevier Ltd.保留所有权利。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号