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采用二阶频率灵敏度的损伤识别和试验 被引量:16
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作者 薛松涛 钱宇音 +1 位作者 陈镕 王远功 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2003年第3期263-267,共5页
开发结构健康监测系统是结构损伤识别的一个重要课题 .由于结构频率容易测试并且有较高的测量精度 ,因此成为损伤识别中广泛应用的模态参数 .据此提出一种二阶频率灵敏度分析方法 ,通过测量结构损伤前后频率变化的损伤参数识别方法来确... 开发结构健康监测系统是结构损伤识别的一个重要课题 .由于结构频率容易测试并且有较高的测量精度 ,因此成为损伤识别中广泛应用的模态参数 .据此提出一种二阶频率灵敏度分析方法 ,通过测量结构损伤前后频率变化的损伤参数识别方法来确定结构的损伤位置和损伤程度 .对于层间剪切结构模型 ,可以测得结构的各阶频率 .对于多种工况进行了框架结构模型的振动试验 .试验结果表明 ,对于层间剪切结构 。 展开更多
关键词 损伤参数识别 二阶灵敏度分析 框架结构 振动试验
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灰色系统模型在结构损伤识别中的应用 被引量:2
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作者 薛松涛 钱宇音 +1 位作者 陈镕 王远功 《力学季刊》 CSCD 北大核心 2003年第4期528-533,共6页
开发结构健康监测系统是结构损伤识别的一个重要课题。由于建筑结构具有很多不确定因素,通过模态分析识别结构损伤的精度很难保证。本文提出一种灰色系统模型应用于结构损伤识别的方法。建立频率变化率和刚度变化的灰色系统模型,把一阶... 开发结构健康监测系统是结构损伤识别的一个重要课题。由于建筑结构具有很多不确定因素,通过模态分析识别结构损伤的精度很难保证。本文提出一种灰色系统模型应用于结构损伤识别的方法。建立频率变化率和刚度变化的灰色系统模型,把一阶单变量的灰色模型(M(1,1))作为频率变化率和刚度变化之间的系统,通过一阶单变量的灰色模型(M(1,1))预测来体现结构动力指纹的整体功能,确定频率变化率和刚度变化之间的关系变量。为了验证理论,对多种工况进行了框架结构模型的振动试验并对结果进行了分析。试验结果表明:对于层间剪切结构,通过测量结构频率变化,建立的灰色系统模型可以较准确地确定结构的损伤位置和损伤程度,并使识别精度得到有效提高。 展开更多
关键词 灰色系统 损伤参数识别 紧邻均值生成 振动试验
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结构损伤识别的修正法
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作者 董云峰 纪金利 齐亚丽 《吉林建筑大学学报》 CAS 2015年第4期22-24,共3页
本文对结构损伤的参数识别问题利用增量法对质量阵和刚度阵进行修正,同时还采用了小参数摄动法对结构模态进行参数识别,并利用缩聚法对有限元模型进行降阶,从而有效地进行结构损伤的识别.
关键词 结构损伤参数识别 模态修正 缩聚
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Identification of damage mode in AZ31 magnesium alloy under tension using acoustic emission 被引量:1
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作者 常红 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2015年第6期1840-1846,共7页
In order to characterize different damage modes, real-time detection of the tensile cracking process for AZ31 magnesium alloy was performed using acoustic emission (AE) technique. Results showed that elastic deforma... In order to characterize different damage modes, real-time detection of the tensile cracking process for AZ31 magnesium alloy was performed using acoustic emission (AE) technique. Results showed that elastic deformation, plastic deformation, microcracking, stable and unstable propagation occurred during crack damage. Four damage modes were determined using AE multiparameter analysis. Dislocation motion signals with amplitudes 〈70 dB and twinning signals with 70-100 dB were found. Microcrack signal energy was concentrated from 2400 aJ to 4100 aJ, mainly at a rise time of less than 800 gs. A stable crack propagation signal had high peak to counts in the 20 to 50 range, whereas its ring count was in the 20 to 2000 range. The average frequency of unstable propagation signals was approximately 100 kHz, with duration from 2000 gs to 10s gs. The damage mechanisms and AE resources from different crack propagation steps were discussed. Various damage modes could be characterized by different AE signal parameters when they appeared simultaneously during crack propagation. 展开更多
关键词 acoustic emission multi-parameter analysis damage characterization tension testing magnesium alloy
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An Improved Damage Identification Method Based on Mode Information
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作者 YANG Fengyan YANG Yongchun 《Journal of Ocean University of China》 SCIE CAS 2006年第3期273-277,共5页
This paper presents a new algorithm to predict locations and severities of damage in structures by changing modal parameters. An existing algorithm of damage detection is reviewed and the new algorithm is formulated t... This paper presents a new algorithm to predict locations and severities of damage in structures by changing modal parameters. An existing algorithm of damage detection is reviewed and the new algorithm is formulated to improve the accuracy of damage locating and severity estimation by eliminating the erratic assumptions and limits in the existing algorithm. The damage prediction accuracy is numerically assessed for each algorithm when applied to a two-dimensional frame structure for which pre-damage and post-damage modal parameters are available for only a few modes of vibration. The analysis results illustrate the improved accuracy of the new algorithm when compared to the existing algorithm. 展开更多
关键词 structural damage nondestructive detection damage identification modal analysis
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