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基于微孔方法检测1860级线程的有效预应力
Jianzhou Yun1,2, Shunchao Chen3, Chunyan Dong4,5
1School of Civil Engineering, Southwest Forestry University, Kunming, 650224, China. yunjianzhou2022@163.com.
Scientific reports
|October 31, 2024
概括
本研究介绍了一种微孔释放技术,用于测量混凝土桥梁的前应力. 该方法准确地评估了链张力缓解,这对于确保桥梁安全和结构完整至关重要.
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:
- 现有的拉伸电缆对于预应力混凝土桥安全至关重要.
- 在现有桥梁中精确测量有效前应力是具有挑战性的.
- 了解压力释放机制是结构性健康监测的关键.
研究的目的:
- 提出和验证微孔释放技术,用于测量现有预应力混凝土桥梁链中的有效预应力.
- 调查钻井参数对应力释放的影响.
- 为了将实验结果与不同操作条件的有限元模拟进行比较.
主要方法:
- 使用SolidWorks和Abaqus开发一个钻模型.
- 系统地检查钻井深度,直径,偏斜角度和孔边距离对应力释放的影响.
- 在后应力 (P-T) 和前应力 (T-P) 条件下进行1860级钻试验.
- 与有限元模拟结果的应变-张力配合方程的比较.
主要成果:
- 螺纹钻井的应力缓解与孔深度和直径成正比.
- 增加光圈大小导致减轻压力减轻.
- 应力释放误差率随着钻井偏斜角度在0°至15°之间升级.
- 对于TP条件的应变-张力适配公式与有限元模拟和实用的工程方法保持一致.
结论:
- 微孔释放技术提供了一种准确的方法来测量现有桥梁链中的有效前应力.
- 优化钻探参数 (深度,直径,偏斜角度<5°,边距离>3.0mm) 对于精确的应力释放测量至关重要.
- 经过验证的TP安装公式为桥梁评估中的现实工程应用提供了可靠的方法.
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