基于截断转移矩阵的规范化用于冲击力定位和重建
Bing Zhang1, Xinqun Zhu1, Jianchun Li1
1School of Civil and Environmental Engineering, University of Technology Sydney, Ultimo, NSW 2007, Australia.
Sensors (Basel, Switzerland)
|September 27, 2025
概括
一种新方法准确地识别了使用两步截断转移矩阵方法对结构的冲击位置和力. 这种技术提高了结构健康监测和设计效率.
科学领域:
- 结构工程 结构工程
- 机械工程 机械工程
- 应用数学 应用数学 应用数学
背景情况:
- 民用基础设施面临来自意想不到的低速冲击的风险,需要强有力的结构健康监测.
- 准确的冲击力识别对于结构完整性评估和设计优化至关重要.
- 传统的力量识别方法在大型结构中扎着计算成本和未知的冲击位置.
研究的目的:
- 开发一种计算效率高,准确的方法,用于在民用基础设施中识别冲击力.
- 为了应对未知的撞击位置和高维反向计算的挑战.
- 通过数值模拟和实验测试来验证拟议的方法.
主要方法:
- 提出了一种新的两步截断转移矩阵方法.
- 步骤1:稀疏调节使用模态叠加确定冲击位置.
- 步骤2:使用时间窗口转移矩阵的提霍诺夫规范化重建了冲击力时间历史.
主要成果:
- 该方法准确地识别了冲击位置,并重建了冲击力时间历史.
- 在梁和桥甲板上的数值和实验结果证实了该方法的有效性.
- 与现有方法相比,拟议的方法显示出更高的准确性和计算效率.
结论:
- 开发的方法提供了一个有效和准确的解决方案,用于在民用基础设施中识别冲击力.
- 它有效地处理未知的冲击位置,并减少计算负担.
- 该技术显示出对噪声和不同数量的模式和传感器的稳定性,证明了其实际适用性.
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