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Supervised by Ministry of Industry and Information Technology of The People's Republic of China Sponsored by Harbin Institute of Technology Editor-in-chief Yu Zhou ISSNISSN 1005-9113 CNCN 23-1378/T

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Related citation:LIU Wen,ZHANG Li-gong,BAI Xiang-zhong,ZHANG Zhong-jian.Dynamic response of electromagnetic launcher’s rail subjected to harmonic magnetic pressure[J].Journal of Harbin Institute Of Technology(New Series),2011,(6):120-126.DOI:10.11916/j.issn.1005-9113.2011.06.023.
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Dynamic response of electromagnetic launcher’s rail subjected to harmonic magnetic pressure
Author NameAffiliation
LIU Wen School of Sciences,Yanshan University,Qinhuangdao 066004,China 
ZHANG Li-gong School of Sciences,Yanshan University,Qinhuangdao 066004,China 
BAI Xiang-zhong School of Civil Engineering & Mechanics,Yanshan University,Qinhuangdao 066004,China 
ZHANG Zhong-jian School of Civil Engineering & Mechanics,Yanshan University,Qinhuangdao 066004,China 
Abstract:
In order to extend the rail life and improve the firing accuracy,the electromagnetic launcher’s rail can be modeled as a beam on elastic foundation with simply supported beam with moving load.Euler beam theory is applied to build the mechanical model and the analytical solution of the equation subjected to harmonic magnetic pressure is derived in details,which has successfully avoided the errors caused by using the uniform pressure to approximately replace the variable force.Numerical analysis of the dynamic response on rail by using the MATLAB software shows that the peak values of maximal deflection and vibration velocity increase gradually as the exciting frequency increases.Taking the same speed of load into account,the dynamic response of rail is obviously smaller than that under constant force.Therefore the reliable theory basis is provided for the design and control of rail to promote the practical application of electromagnetic launcher.
Key words:  electromagnetic launcher’s rail  harmonic pressure  analytical solutions  exciting frequency  dynamic response
DOI:10.11916/j.issn.1005-9113.2011.06.023
Clc Number:U213.2
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