侧面立面上的外部预应力钢筋混凝土梁的曲试验和数值模拟
Zhenhua Ren1, Ke Zhang1, Chengwang Wu1
1Hunan Provincial Key Laboratory of Intelligent Disaster Prevention-Mitigation and Ecological Restoration in Civil Engineering, Hunan Institute of Engineering, Xiangtan 411104, China.
Materials (Basel, Switzerland)
|July 12, 2025
概括
一种新的侧面外部预应力方法显著提高了混凝土梁的强度. 这种技术提高了基础设施加强的最终承载能力和整体性能.
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:
- 混凝土结构构成了中国大规模基础设施项目的大部分.
- 对于现有工程结构来说,快速有效的增强非常重要.
研究的目的:
- 提出和评估一种新的外部预应力增强方法,应用于混凝土梁的侧面立面,以快速加强.
- 为了比较侧面预应力与传统外部预应力和控制样本的有效性.
主要方法:
- 混凝土梁的实验测试:三个是控制,九个是传统的外部预应力,九个是侧面的外部预应力.
- 有限元模拟用于验证实验发现.
主要成果:
- 与控制梁相比,传统的外部预应力增加了152%155%的最终承载能力.
- 与控制梁相比,侧面外部预应力提高了53%-61%的最终承载能力.
- 这两种方法都显著增加了裂变负载,产量负载和整体工作性能.
结论:
- 拟议的侧面外部预应力方法对于快速加固混凝土梁是有效的.
- 这种技术为提高现有混凝土基础设施的性能提供了可行的替代方案.
- 实验结果得到了有限元模拟数据的充分支持.
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