新的策略,以提高拉皮拼接钢筋混凝土梁的行为,以减轻故障风险
Sabry Fayed1, Moataz Badawi2, Mohamed Ghalla3
1Civil Engineering Dept, Faculty of Engineering, Kafrelsheikh University, Kafrelsheikh, Egypt. sabry_fayed@eng.kfs.edu.eg.
Scientific reports
|November 1, 2025
概括
这项研究使用外部后拉伸钢筋 (EPTR),近表面安装 (NSM) 和应变硬化水泥复合材料 (SHCC) 加强增强钢筋混凝土 (RC) 梁,使用短拼接. 这些方法显著提高了RC梁的负载能力,偏移和柔性.
科学领域:
- 土木工程 土木工程是指土木工程.
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 钢筋混凝土 (RC) 梁中的短张力钢筋拼接可以损害曲性能.
- 强化技术对于提高现有RC元件的结构完整性至关重要.
研究的目的:
- 为了研究外部后应力钢筋 (EPTR),近表面安装 (NSM) 和应力硬化水泥复合材料 (SHCC) 在加强RC梁的有效性.
- 评估单个和组合增强技术对RC梁的柔性性能的影响.
主要方法:
- 构建和测试具有短圈拼接的RC梁,包括控制梁.
- 应用EPTR,NSM和SHCC强化技术,单独或组合.
- 研究了NSM杆直径和新型末端 anchorage的变化.
- 检查故障模式,负载偏移行为,最终容量,偏移,刚性和柔性.
主要成果:
- NSM,SHCC和EPTR系统单独增加了45-58%的最终负载,45-75%的最终屈曲,以及111-159%的延展性.
- 将SHCC和EPTR系统结合起来,可以取得显著的改进:最终负载增加137%,最终屈曲增加146%,柔性增加771%.
- 在梁天花板上的NSM增强使最终负载,最终屈曲和柔性分别增加了40-60%,37-84%和41-57%.
结论:
- 像EPTR,NSM和SHCC这样的外部增强技术在提高RC梁的柔性性能方面非常有效.
- 组合增强方法,特别是SHCC和EPTR,提供了协同效益,导致承载能力和柔性显著改善.
- 该研究表明了这些先进材料和技术的潜力,用于改造和改善现有RC结构的抗震能力.
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