在水生环境中,GFRP钢筋和UPC之间的粘合性能的耐久性评估
Wenchao Li1,2, Wenming Cao3, Mingxin Liu4
1College of Civil and Architectural Engineering, Taishan University, Shandong, 271000, China.
Scientific reports
|November 26, 2025
概括
玻璃纤维增强聚合物 (GFRP) 条和不和聚树脂混凝土 (UPC) 的结合强度随着更高的温度和更长的老化而降低. 陈旧的GFRP-UPC显示减少滑动和残余应力,影响水环境工程应用.
科学领域:
- 材料科学 材料科学 材料科学
- 土木工程 土木工程是指土木工程.
- 腐蚀科学 腐蚀科学
背景情况:
- 玻璃纤维增强聚合物 (GFRP) 条和不和聚树脂混凝土 (UPC) 提供出色的耐腐蚀性,适用于水利基础设施.
- 评估GFRP条-UPC的结合性质对于其在水环境工程中的应用至关重要.
研究的目的:
- 在各种老化条件下研究GFRP条-UPC的结合性质.
- 为了评估温度和老化时间对键强度和键滑行为的影响.
主要方法:
- 在GFRP棒-UPC标本上进行了中央拉出测试.
- 标本在25°C,40°C和60°C的水环境中老化.
- 在不同的老化阶段分析了债券强度和债券滑动曲线.
主要成果:
- GFRP棒-UPC的结合强度随着温度和老化时间的增加而下降.
- 与未老化的标本相比,老化的标本表现出较低的相对滑动值和残留键应力.
- 衰老的GFRP条-UPC的结合滑动行为被MBPE和连续曲线模型准确地建模.
结论:
- 高温和长时间的老化会对GFRP条-UPC的结合性能产生负面影响.
- 这些发现对于在海洋和水环境中设计持久的GFRP-UPC结构至关重要.
- 已建立的模型有效地预测了老化GFRP-UPC复合材料的结合滑动行为.
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