嵌入式纤维增强聚合物条纹工程水泥复合材料接头的粘合性能
Weiwen Li1,2, Wujun Fang1,3, Yao Lu1
1Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China.
Polymers
|April 26, 2025
概括
用纤维增强聚合物 (FRP) 增强的工程水泥复合材料 (ECC) 增强了混凝土结构. 本研究详细介绍了ECC中的CFRP条纹拉出行为,建立了纽带强度关系和用于改进结构强化应用的预测模型.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 结构工程 结构工程
背景情况:
- 纤维增强聚合物 (FRP) 和工程混凝土复合材料 (ECC) 为钢筋混凝土 (RC) 结构提供了协同效益.
- ECC矩阵保护嵌入式FRP增强件免受环境退化.
- 有效的接口粘合对于FRP-ECC系统的复合性能至关重要.
研究的目的:
- 研究嵌入ECC的碳FRP (CFRP) 条带的粘合性能和拉出行为.
- 为了确定平均粘合强度和嵌入长度之间的关系.
- 开发一种分析方法来预测FRP-ECC接头的行为.
主要方法:
- 在嵌入ECC的CFRP条上进行了基板尺度的拉出测试.
- 分析了拉出机制,以了解嵌入长度的影响.
- 为了分析预测,开发了一种三线性债券滑动关系.
主要成果:
- 平均粘合强度在2.84 MPa至4.77 MPa之间,与嵌入式长度相关.
- 该研究阐明了FRP条纹在ECC矩阵中的独特的拉出行为.
- 确定了三线性债券滑坡模型的关键参数.
结论:
- 这些发现提供了关于CFRP-ECC接口的债券特征的关键数据.
- 引入了一种分析方法,用于预测嵌入式FRP带-ECC接头的性能.
- 这项研究支持FRP-ECC复合材料在结构强化中的应用.
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