道面空隙区域的钢板增强机制和优化设计方法
Shuai Shao1, Yimin Wu2, Helin Fu2
1School of Hydraulic and Civil Engineering, Ludong University, Yantai 264025, China.
Materials (Basel, Switzerland)
|September 13, 2025
概括
这项研究优化了道空隙的钢板增强,发现结构粘合剂对应力转移至关重要,M12螺栓有效防止脱落. 优化的间距平衡了强化和成本,提高了道的安全性.
科学领域:
- 地下工程工程 地下工程
- 结构健康监测 结构健康监测
- 地质技术工程 地质技术工程
背景情况:
- 道面后面的空隙是常见的缺陷,降低了结构容量,并带来了安全风险.
- 现有的钢板增强方法缺乏优化的设计策略和对增强机制的明确理解.
研究的目的:
- 研究道空隙的钢板系统的增强机制.
- 提出精细的设计策略,以有效和经济高效地加强.
- 为修复道空隙提供理论支持和工程指导.
主要方法:
- 混凝土损坏可塑性 (CDP) 和扩展有限元件方法 (XFEM) 的比较分析,用于空隙层模拟.
- 数字模拟用于评估不同的强化方案 (化学杆,结构粘合剂,组合系统).
- 钢板间距和螺栓设计的优化模拟.
主要成果:
- CDP模型在模拟大规模空隙层方面表现出卓越的准确性和效率.
- 结构粘合剂是压力转移的关键,而化学螺栓防止板块脱落.
- 优化的0.25米钢板间距平衡了钢筋和成本,最大限度地减少了混凝土的损坏.
结论:
- 一个优化的钢板增强结构可以最大限度地减少局部损坏,在边缘使用减少的M12化学螺栓.
- 拟议的设计保持了钢筋的效率,同时减少了材料的使用.
- 这项研究为安全有效地修复道空隙提供了关键指导.
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