使用冲击对受损后应力混凝土卧床的动态特征进行实验研究
Jung-Youl Choi1, Tae-Hyung Shin2, Sun-Hee Kim3
1Department of Construction Engineering, Dongyang University, No. 145 Dongyangdae-ro, Punggi-eup, Yeongju-si 36040, Gyeongsangbuk-do, Republic of Korea.
Materials (Basel, Switzerland)
|April 13, 2024
概括
损坏的混凝土卧床表现出较低的自然频率比未受损坏的. 这项研究验证了使用模态测试来定量评估混凝土睡眠损害,改进了主观视觉检查.
科学领域:
- 结构工程 结构工程
- 振动分析 振动分析
- 材料科学 材料科学 材料科学
背景情况:
- 混凝土卧铺容易受到各种因素的损坏,影响其结构完整性.
- 目前的损害评估依赖于主观的视觉检查,缺乏定量精确度.
- 模式测试为评估睡眠状态提供了一个潜在的客观方法.
研究的目的:
- 评估损坏的混凝土卧床的模式测试的现场适用性.
- 确定混凝土睡眠损伤与自然频率之间的定量关系.
- 用现场测量来验证数值分析.
主要方法:
- 冲击测试是在运营中的城市铁路混凝土卧床上进行的.
- 应用了模态测试方法来测量振动反应.
- 进行了数值分析,并与现场测量进行了比较.
主要成果:
- 与未受损的相比,受损的混凝土卧床观察到较低的自然频率.
- 核心和轨道座椅的裂导致了最低的自然频率.
- 数字模拟显示,与未受损的睡眠者的测量频率有1.87%的差异.
结论:
- 模态测试提供了一种定量方法来评估混凝土睡眠损害.
- 自然频率是混凝土睡眠状态的可靠指标.
- 这种方法为铁路基础设施维护的主观视觉检查提供了一个客观的替代方案.
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