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考虑拉索滑移的索杆结构展开过程模拟
作者:
作者单位:

(东南大学 混凝土及预应力混凝土结构教育部重点实验室 南京 210096)

作者简介:

蔡建国

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中图分类号:

TU323

基金项目:

国家自然科学基金(50908044?51278116)


Simulation of cable-pole structure development process considering cable slip
Author:
Affiliation:

(Key Laboratory of Concrete and Prestressed Concrete Structures, Ministry of Education, Southeast University, Nanjing 210096, China)

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    摘要:

    本文研究了拉索滑移对折叠索杆结构展开过程的影响。在提出一种基于悬链线解析解的二节点索单元的基础上,推导了索在支撑点处的滑移刚度,通过调整支撑点两侧索段的长度使两侧的索力满足协调关系,建立了能够考虑滑移的索结构运动过程分析方法。为了验证本文方法的正确性,对文献中介绍的两个算例进行了分析。分析结果表明本文方法能够正确有效的模拟索结构中的拉索滑移。最后对由四连杆机构和拉索构成的折叠索杆结构的展开过程进行了讨论。结果表明拉索滑移对索杆结构性能的影响较大;当拉索考虑滑移时,主动索的长度变化较小,而且节点坐标的改变幅度更大。

    Abstract:

    In this paper, the influence of cable slip on the development process of folded cable rod structure is studied. On the basis of a two-node cable element based on catenary analytical solution, the slip stiffness of the cable at the support point is derived. By adjusting the length of the cable segments on both sides of the support point, the cable forces on both sides can meet the coordination relationship, and an analysis method for the motion process of the cable structure is established. In order to verify the correctness of the proposed method, two numerical examples introduced in the literature are analyzed. The analysis results show that the proposed method can simulate cable slip in cable structure correctly and effectively. Finally, the development process of the folding cable-bar structure composed of four-link mechanism and cable is discussed. The results show that the cable slip has a great influence on the structural performance of the cable rod. When the slip of cable is considered, the length of the active cable changes less, and the node coordinates change more.

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Jianguo Cai, Jian Feng, Kai Wang Simulation of cable-pole structure development process considering cable slip. Prestress Technology 2015,19(06):16-21. 10.59238/j. pt.2015.06.003

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  • 在线发布日期: 2023-08-06
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