基于振动传递率方法的结构损伤识别试验研究
Experimental Validation of Structural Damage Detection Using Vibration Transmissibility Method
对基于振动传递率的结构损伤识别方法进行了试验验证研究。该试验研究以悬臂梁模型为例,模拟在不同外荷载、不同程度和状态损伤工况下进行了试验,分别研究了振动传递率的与外荷载无关性、对损伤的敏感性以及对损伤位置的敏感性。试验结果表明:振动传递率可以在不对外荷载进行准确量测的情况下识别结构损伤的出现、损伤相对程度以及损伤的大致位置。由本文研究可知:振动传递率作为一种损伤指标可以在外荷载精确信息未知的情况下识别损伤的大致位置和损伤相对程度,在实际工程应用中具有较强的适用性。
n experimental validation of structural damage detection using vibration transmissibility method is presented. Simulation experiments of various working conditions on a cantilever beam were conducted to mainly study its repeatability, sensitivity to damage and the damage location. The results of the experiments shows that the vibration transmissibility is independent of the external load, strongly sensitive to damage, and can identify the damage locations. This study indicates that vibration transmissibility can be used as a damage index to identify the approximate location and relative degree of damage under the condition of unknown external load accurate information, and it has a strong applicability in practical engineering application.
何弦、郭雪媛、唐和生、凌塑奇
工程基础科学
结构损伤识别振动传递率悬臂梁试验
structural damage identificationvibration transmissibilitycantilever beam experiment
何弦,郭雪媛,唐和生,凌塑奇.基于振动传递率方法的结构损伤识别试验研究[EB/OL].(2018-04-23)[2025-08-02].http://www.paper.edu.cn/releasepaper/content/201804-226.点此复制
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