范会渠. 弹性悬链线方程参数变换法及其工程应用[J]. 力学与实践, 2010, 32(2): 32-34. DOI: 10.6052/1000-0992-2007-221
引用本文: 范会渠. 弹性悬链线方程参数变换法及其工程应用[J]. 力学与实践, 2010, 32(2): 32-34. DOI: 10.6052/1000-0992-2007-221
THE PARAMETER TRANSFORMATION METHOD FOR ELASTIC CATENARY EQUATION AND ITS APPLICATION IN ENGINEERING[J]. MECHANICS IN ENGINEERING, 2010, 32(2): 32-34. DOI: 10.6052/1000-0992-2007-221
Citation: THE PARAMETER TRANSFORMATION METHOD FOR ELASTIC CATENARY EQUATION AND ITS APPLICATION IN ENGINEERING[J]. MECHANICS IN ENGINEERING, 2010, 32(2): 32-34. DOI: 10.6052/1000-0992-2007-221

弹性悬链线方程参数变换法及其工程应用

THE PARAMETER TRANSFORMATION METHOD FOR ELASTIC CATENARY EQUATION AND ITS APPLICATION IN ENGINEERING

  • 摘要: 建立了弹性锚泊线模型,该模型根据微段垂向力学平衡关系,通过引进一个变换参数u(\rm sinh u=\d y/\d x),得到了弹性悬链线的参数方程. 结合工程实际,将该模型用于海洋工程中的锚泊线,给出锚泊线拉力公式,与求解算法. 该算法简单有效,易于编程实现.

     

    Abstract: In this letter, the model of elastic catenary is established byintroducing a transformation parameter u (\rm sinh u=\d y/\d x), and the corresponding parametric equation is obtained. Thetension of the mooring line in ocean engineering can be calculated bythe model. The algorithm is simple and effective, and easy to program incomputer language.

     

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