SHM-BASED PRACTICAL SAFETY EVALUATION AND VIBRATION CONTROL MODEL FOR STEEL PIPES

被引:3
作者
Bae, Sang Geun [1 ]
Choi, Jewoo [1 ]
Kang, Deok Shin [2 ]
Hong, Taehoon [1 ]
Lee, Dong-Eun [3 ]
Park, Hyo Seon [1 ]
机构
[1] Yonsei Univ, Dept Architectural Engn, Seoul, South Korea
[2] Hyundai Engn & Construct, Seoul, South Korea
[3] Kyungpook Natl Univ, Sch Architecture Civil Engn Environm & Energy, Daegu, South Korea
基金
新加坡国家研究基金会;
关键词
monitoring system; measurement; steel pipe; oil refinery; FINITE-ELEMENT-METHOD; MODAL IDENTIFICATION; DAMAGE DETECTION; OIL; PERFORMANCE;
D O I
10.3846/jcem.2023.20146
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Unexpected damages or failures of steel pipes in refineries cause significant disruption to economic activity. While research has been conducted on the prevention of damage to steel pipes, no systematic methods or practical techniques for monitoring of vibrations to estimate the state of pipeline system have been reported. In this study, vibration safety evaluation model consisting of design - evaluation - control steps was developed to measure and control the vibration level during operation of the piping system of an oil refinery. The measurement location was designed by examining the structure of the pipe, and the vibration level measured at each location was compared with the allowable vibration level. Subsequently, two types of vibration reduction measures, namely, dynamic absorbers and viscous dampers, were introduced to reduce the vibration level. The effect of the application of the monitoring system was evaluated by comparing the vibration levels of the steel pipes before and after the application of the dynamic absorbers and viscous dampers. The vibrations of steel pipes in the oil refinery during operation decreased by over 50%. Upon applying the dynamic absorbers and viscous dampers, the responses of the frequency component also exhibited local and global reductions of approximately 50-80%.
引用
收藏
页码:729 / 740
页数:12
相关论文
共 47 条
[21]   Performance of Nonstructural Components during the 27 February 2010 Chile Earthquake [J].
Miranda, Eduardo ;
Mosqueda, Gilberto ;
Retamales, Rodrigo ;
Pekcan, Gokhan .
EARTHQUAKE SPECTRA, 2012, 28 :S453-S471
[22]   Two-phase flow induced vibration in piping systems [J].
Miwa, Shuichiro ;
Mori, Michitsugu ;
Hibiki, Takashi .
PROGRESS IN NUCLEAR ENERGY, 2015, 78 :270-284
[23]  
Mossa N. F., 2018, Iraqi Journal of Computers, Communications, Control & Systems Engineering, V18, P53, DOI [10.33103/uot.ijccce.18.2.5, DOI 10.33103/UOT.IJCCCE.18.2.5]
[24]   Application of a general purpose finite element method to elastic pipes conveying fluid [J].
Olson, LG ;
Jamison, D .
JOURNAL OF FLUIDS AND STRUCTURES, 1997, 11 (02) :207-222
[25]   Application of nonlinear fluid-structure interaction methods to seismic analysis of anchored and unanchored tanks [J].
Ozdemir, Z. ;
Souli, M. ;
Fahjan, Y. M. .
ENGINEERING STRUCTURES, 2010, 32 (02) :409-423
[26]   Real-time structural health monitoring of a supertall building under construction based on visual modal identification strategy [J].
Park, Hyo Seon ;
Oh, Byung Kwan .
AUTOMATION IN CONSTRUCTION, 2018, 85 :273-289
[27]   Condition- based maintenance decision support system for oil and gas pipelines [J].
Parvizsedghy, Laya ;
Senouci, Ahmed ;
Zayed, Tarek ;
Mirahadi, Seyed Farid ;
El-Abbasy, Mohammed S. .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2015, 11 (10) :1323-1337
[28]   Automated processing of large point clouds for structural health monitoring of masonry arch bridges [J].
Riveiro, B. ;
DeJong, M. J. ;
Conde, B. .
AUTOMATION IN CONSTRUCTION, 2016, 72 :258-268
[29]   A model for predicting failure of oil pipelines [J].
Senouci, Ahmed ;
Elabbasy, Mohamed ;
Elwakil, Emad ;
Abdrabou, Bassem ;
Zayed, Tarek .
STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2014, 10 (03) :375-387
[30]   Frequency response analysis of cylindrical shells conveying fluid using finite element method [J].
Seo, YS ;
Jeong, WB ;
Yoo, WS ;
Jeong, HK .
JOURNAL OF MECHANICAL SCIENCE AND TECHNOLOGY, 2005, 19 (02) :625-633