使用基岩织物增强砂加强RC梁的弹性增强:实验和分析调查调查
Ayman Shamseldein1, Fareed ELgabbas2, Mohamed Kohail2
1Structural Engineering Department, Faculty of Engineering, Ain Shams University, Cairo, Egypt. aymanshamseldein@eng.asu.edu.eg.
Scientific reports
|February 19, 2026
概括
使用基岩织增强砂 (BTRM) 加强混凝土梁,提高了承载能力高达18%. 然而,解锁是常见的故障模式,表明需要更好的结合和定,以有效地加强BTRM.
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:
- 钢筋混凝土 (RC) 结构通常需要加强以满足当前需求.
- 基岩织物增强砂 (BTRM) 是一个有前途的复合材料用于结构改造.
研究的目的:
- 为了研究用BTRM加强的RC梁的曲行为.
- 评估BTRM层配置,网格大小和定对光束性能的影响.
- 评估现有的预测模型,并提出改进的分析方法.
主要方法:
- 在四点曲下测试了六个全尺寸RC梁.
- 标本包括一个控制束和五个束,具有不同的BTRM强化配置.
- 实验数据被用来验证和修改分析模型.
主要成果:
- 将BTRM层从3层增加到5层,最终负载能力提高了高达18%.
- 解锁是主要的故障模式,限制了加强的有效性.
- 网格大小和定技术对曲性能的影响有限.
结论:
- 虽然BTRM增强了柔性能力,但改善结合和 anchorage对于最佳加强至关重要.
- 一个修改后的预测方程与实验结果和文献数据有很好的一致性.
- 需要进一步的研究来优化BTRM应用和系系统.
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