杜敬利, 段宝岩, 仇原鹰, 王从思. 悬索结构的初始平衡构型分析[J]. 工程力学, 2006, 23(12): 149-153.
引用本文: 杜敬利, 段宝岩, 仇原鹰, 王从思. 悬索结构的初始平衡构型分析[J]. 工程力学, 2006, 23(12): 149-153.
DU Jing-li, DUAN Bao-yan, QIU Yuan-ying, WANG Cong-si. ANALYSIS ON THE INITIAL EQUILIBRIUM CONFIGURATION OF CABLE STRUCTURES[J]. Engineering Mechanics, 2006, 23(12): 149-153.
Citation: DU Jing-li, DUAN Bao-yan, QIU Yuan-ying, WANG Cong-si. ANALYSIS ON THE INITIAL EQUILIBRIUM CONFIGURATION OF CABLE STRUCTURES[J]. Engineering Mechanics, 2006, 23(12): 149-153.

悬索结构的初始平衡构型分析

ANALYSIS ON THE INITIAL EQUILIBRIUM CONFIGURATION OF CABLE STRUCTURES

  • 摘要: 根据悬索悬链线解析表达式推导出悬索长度与索端拉力之间的关系,从而可对悬索进行精确的力学分析以提高求解精度。结合LT中索网主动反射面给出了一种以优化策略求解悬索结构初始平衡构型的方法,该方法以悬索长度为设计变量,引入相应的约束条件,可以解决已知几何形状与边界条件时索网的内力分布问题。数值算例中以单索为例给出了索网主动反射面分析的详细过程。

     

    Abstract: The relationship between cable length and tensile forces is deduced using the precise analytical solution of catenary to get a more rigorous mechanics model for cables. Together with the active cable-mesh reflector, an approach to solve the initial equilibrium problem of cable structures is presented based on optimization model to determine the internal stress distribution of cable-mesh with certain geometry and boundary conditions, in which the cable lengths are considered as design variables, and the corresponding constraints are also considered. Detailed analysis procedure of the active cable-mesh reflector is demonstrated with a single cable in a numerical example.

     

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