{"title":"Vibration based detection of damage in fixed-fixed I-Beam using Particle Swarm Optimization","authors":"Chirag G. Wani, S. Rukhande, Nitesh P. Yelve","doi":"10.1109/ICNTE44896.2019.8945820","DOIUrl":null,"url":null,"abstract":"The service life of any structure must be smooth and safe. A breakdown period is start because of damages on the structure. In the literature, various studies are found which deal with the safety of structural beams. The risk of damage development is assessed especially by structural health monitoring during the service. Transverse cracks are a common phenomenon in beams and detection of these cracks is a difficult task. The present study deals with damage detection in fixed-fixed I-section beams used for supporting of the structures. Modal analysis of the beam is carried out for thirty-nine crack locations from 10 mm to 390 mm at the interval of 10 mm length and for crack depth from 0.5 mm to 1.5 mm at the interval of 0.1 mm and the frequency data is obtained. The crack effect on beam natural frequency is analysed for the first three modes. The value of beam natural frequency is observed to decrease with presence of crack. The natural frequency of the cracked beam is observed same as of the healthy beam at specific locations. Experimental validation is carried out using FFT analyser, Photon pro+© software, impact hammer and accelerometer. To detect the damage, a mathematical model is developed and used as an inverse problem. For getting faster and accurate results Particle Swarm Optimization (PSO) algorithm is applied, which is nature inspired meta heuristic algorithm. The PSO algorithm is programmed in MATLAB© software. Algorithm uses the modal frequencies as an input and output of the algorithm is depth of crack and location of crack. The experimentation and simulation results show convergence with an error up to 10%. It is found that PSO gives satisfactory result for crack detection in fixed-fixed I- beam.","PeriodicalId":292408,"journal":{"name":"2019 International Conference on Nascent Technologies in Engineering (ICNTE)","volume":"49 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2019-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"2019 International Conference on Nascent Technologies in Engineering (ICNTE)","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ICNTE44896.2019.8945820","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
利用粒子群优化技术,基于振动检测固定工字钢的损坏情况
任何结构的使用寿命都必须是平稳和安全的。由于结构的损坏,故障期就开始了。在文献中,可以找到各种关于结构梁安全性的研究。尤其是在使用过程中通过结构健康监测来评估损坏发展的风险。横向裂缝是梁的常见现象,而检测这些裂缝是一项艰巨的任务。本研究涉及用于支撑结构的固定工字形截面梁的损坏检测。以 10 毫米的长度间隔对从 10 毫米到 390 毫米的 39 个裂缝位置以及以 0.1 毫米的间隔对从 0.5 毫米到 1.5 毫米的裂缝深度进行了梁的模态分析,并获得了频率数据。分析了前三种模式下裂纹对梁固有频率的影响。观察到梁的固有频率值随着裂缝的存在而降低。在特定位置观察到,裂纹梁的固有频率与健康梁的固有频率相同。使用 FFT 分析仪、Photon pro+© 软件、冲击锤和加速度计进行了实验验证。为检测损坏情况,建立了一个数学模型,并将其用作反问题。为了获得更快、更准确的结果,采用了粒子群优化(PSO)算法,这是一种受自然启发的元启发式算法。PSO 算法在 MATLAB© 软件中编程。算法使用模态频率作为输入,输出为裂纹深度和裂纹位置。实验和模拟结果表明,收敛误差不超过 10%。实验结果表明,PSO 对固定工字钢的裂缝检测结果令人满意。
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