通过连续变量模态分解和车辆加速响应识别桥梁损坏
Xiaobiao Jiang1, Kun Ma1, Jiaquan Wu2
1Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming 650500, China.
Sensors (Basel, Switzerland)
|June 27, 2025
概括
这项研究引入了一种使用车辆加速来识别桥梁损坏的新方法. 开发的损坏指数有效地定位各种桥梁类型的结构损坏,即使路面粗.
科学领域:
- 结构健康监测 结构健康监测
- 土木工程 土木工程是指土木工程.
- 振动分析 振动分析
背景情况:
- 桥梁的完整性对于运输安全至关重要.
- 现有的损害识别方法通常需要直接访问或专用设备.
- 非破坏性评估技术在基础设施评估中非常受欢迎.
研究的目的:
- 提出一种新的驾驶桥梁损坏识别方法.
- 根据车辆加速反应开发一个损坏指标.
- 评估该方法在不同类型的桥梁和不同条件下的有效性.
主要方法:
- 使用双轴测试车辆收集未损坏和损坏的桥梁的加速数据.
- 处理加速响应与连续变量模态分解 (SVMD) 来提取内在模态函数 (IMF).
- 构建一个损害指标,使用IMF的差异来定位损害.
主要成果:
- 拟议的损坏指数成功识别了单个和多个桥梁损坏.
- 尽管路面粗,但损坏位置被准确地确定.
- 该方法证明适用于简单支和连续桥梁.
- 发现车辆的局部振动和测量噪声会干扰识别准确度.
结论:
- 开发的drive-by方法为识别桥梁损坏提供了一个有希望的方法.
- 损坏指数适应路面状况,适用于各种桥梁结构.
- 需要进一步的研究来减轻噪音和车辆振动的影响,以提高可靠性.
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