索穹顶主动索的张拉影响系数

秦卫红; 王书良; 惠卓; 解鹏; 李云杰

doi:10.13204/j.gyjzG21042502

索穹顶主动索的张拉影响系数

doi: 10.13204/j.gyjzG21042502

秦卫红^1,2,
王书良^1,2,
惠卓^1,2,
解鹏^1,2,
李云杰^1,2

1. 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 211189;
2. 东南大学国家预应力工程技术研究中心, 南京 211189

基金项目:

国家自然科学基金项目（51678137，51378108）

详细信息

作者简介:
秦卫红,女,1968年出生,博士,副教授。电子信箱:qinweihongseu@163.com

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- 文章访问数: 219
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- PDF下载量: 18
- 被引次数: 0
出版历程
- 收稿日期: 2021-04-25
- 网络出版日期: 2022-02-21

TENSIONING INFLUENCE COEFFICIENT OF CABLE DOME STRUCTURES

1. Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 211189, China;
2. National Prestress Engineering Research Center, Southeast University, Nanjing 211189, China

摘要

摘要: 碳纤维材料具有轻质高强、耐腐蚀及高耐久性方面的优点，碳纤维索穹顶结构可实现比钢索穹顶结构更大的跨度。索穹顶的预应力水平对结构受力和刚度的影响非常显著，因此需确保张拉完成后构件有效预应力的建立。提出了用于计算索穹顶结构主动索张拉值的张拉影响系数，分别从变形协调条件和虚功原理两个角度推导了索穹顶结构张拉影响系数的表达式，并利用碳纤维索穹顶模型试验及有限元分析对该张拉影响系数的准确性加以验证。此外，对3种张拉方案下预应力发展规律及节点的竖向位移进行了分析和探讨，进而建议了主动索的选取原则。
- 碳纤维索穹顶结构 /
- 张拉影响系数 /
- 预应力水平 /
- 张拉方案
Abstract: Carbon fiber materials have the advantages of light weight, high strength, excellent corrosion resistance and good durability. The carbon fiber reinforced polymen (CFRP) cable dome structure can achieve a long span than the steel cable dome structures do. The prestress level of a cable dome has significant influences on the structural forces and stiffness, so it is necessary to ensure the effective prestress of the members after the tensioning is completed. In this paper, the tensioning influence coefficient of cable dome structures for calculating the tensioning value of active cables was proposed. Based on deformation coordination conditions and the principle of virtual work, the expression of the tensioning influence coefficient of the cable dome structures was derived, and the accuracy of the tensioning influence coefficient was verified by the model test of CFRP cable dome and finite element analysis. In addition, the development law of prestress and vertical displacement of connections under three tensioning schemes were analyzed and discussed, and the selection principle of active cables was proposed.
- CFRP cable dome structures /
- tensioning influence coefficient /
- prestress level /
- tensioning schemes

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参考文献(16)

[1]	CALLADINE C R, PELLEGRINO S.First-Order Infinitesimal Mechanisms[J].International Journal of Solids and Structures, 1991, 27(4):505-515.
[2]	袁行飞, 董石麟.索穹顶结构整体可行预应力概念及其应用[J].土木工程学报, 2001, 34(2):33-37.
[3]	姜正荣, 张子健, 石开荣, 等.Kiewitt型索穹顶结构的找力分析方法研究[J].华南理工大学学报, 2019, 47(5):103-109.
[4]	YE J H, FENG R Q, KAN Y.Simulation of Construction Shape-Forming Process of Cable Domes[J].Technological Sciences, 2012, 55(1):101-116.
[5]	CASTRO G, LEVY M P.Analysis of the Georgia Dome Cable Roof[C]//Computing in Civil Engineering and Geographic Information Systems Symposium, ASCE.1992:566-573.
[6]	CHEN L M, GAO W F, GAO Z C, et al.Robustness Analysis of a Flexible Cable-Strut Tensile Structure[J].International Journal of Steel Structures, 2020, 20(5):1755-1764.
[7]	ZHU M L, DONG S L, YUAN X F.Failure Analysis of a Cable Dome Due to Cable Slack or Rupture[J].Advances in Structural Engineering, 2013, 16(2):259-271.
[8]	YAMAGUCHI I.A Study on the Mechanism and Structural Behaviors of Cable Dome[C]//Proceedings of International Colloquium on Space Structures for Sports Buildings.1987:534-549.
[9]	GASPARINI D A, PERDILKARIS P C, KANJ N.Dynamic and Static Behavior of Cable Dome Model[J].Structural Engineering, ASCE, 1989, 115(2):363-381.
[10]	郭佳民, 董石麟.弦支穹顶施工张拉的理论分析与试验研究[J].土木工程学报, 2011, 44(2):65-71.
[11]	陈志华, 李毅, 闫翔宇, 等.一种索穹顶结构的新型张拉施工成形方法的试验研究与模拟分析[J].空间结构, 2019, 25(3):51-59.
[12]	董石麟, 袁行飞, 赵宝军, 等.索穹顶结构多种预应力张拉施工方法的全过程分析[J].空间结构, 2007, 13(1):3-14.
[13]	陈联盟, 董石麟, 袁行飞.索穹顶结构优化设计[J].科技通报, 2006, 22(1):84-89.
[14]	张爱林, 刘学春, 李健, 等.大跨度索穹顶结构模型静力试验研究[J].建筑结构学报, 2012, 33(4):54-59.
[15]	罗斌, 丁明珉, 潘杰, 等.三铰拉梁式肋环型索穹顶结构受力性能研究[J].建筑结构学报, 2016, 37(11):61-67.
[16]	向新岸, 冯远, 董石麟.一种索穹顶结构初始预应力分布确定的新方法:预载回弹法[J].工程力学, 2019, 36(2):45-52.