Dynamic behaviors of pretensioned cable AERORail structure

被引:5
|
作者
Li Fang-yuan [1 ]
Wu Pei-feng [1 ]
机构
[1] Tongji Univ, Sch Civil Engn, Dept Bridge Engn, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
pretensioned cable; AERORail structure; dynamic behavior; model test; vibration characteristic; dynamic amplification factor; influence line; BRIDGES;
D O I
10.1007/s11771-015-2751-z
中图分类号
TF [冶金工业];
学科分类号
0806 ;
摘要
The AERORail, a new aerial transport platform, was chosen as the object of this work. Following a review of the literature on static behaviors, model tests on the basic dynamic mechanical characteristics were conducted. A series of 90 tests were completed with different factors, including tension force, vehicle load and vehicle speed. With regard to the proper tension and vehicle load, at a certain speed range, the tension increments of the rail's cable were proved relatively small. It can be assumed that the change of tension is small and can be reasonably ignored when the tension of an entire span is under a dynamic load. When the tension reaches a certain range, the calculation of the cable track structure using classical cable theory is acceptable. The tests prove that the average maximum dynamic amplification factor of the deflection is small, generally no more than 1.2. However, when the vehicle speed reaches a certain value, the amplified factor will reach 2.0. If the moving loads increase, the dynamic amplification factor of dynamic deflection will also increase. The tension will change the rigidity of the structure and the vibration frequency; furthermore, the resonance speed will change at a certain tension. The vibration is noticeable when vehicles pass through at the resonance speed, and this negative impact on driving comfort requires the right velocity to avoid the resonance. The results demonstrate that more design details are required for the AERORail structure.
引用
收藏
页码:2267 / 2276
页数:10
相关论文
共 50 条
  • [31] Dynamic analysis and control for cable-supported flexible structure
    Zi, Bin
    Du, Jingli
    Duan, Baoyan
    Zhongguo Jixie Gongcheng/China Mechanical Engineering, 2006, 17 (12): : 1249 - 1253
  • [32] PRELIMINARY STUDY ON STATIC AND DYNAMIC BEHAVIORS OF FULL CABLE-NET SUSPENSION BRIDGES
    Jing, Tian-Hu
    Li, Qing-Ning
    PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II, 2010, : 1494 - 1500
  • [33] Free vibrations of hybrid cable networks with external dampers and pretensioned cross-ties
    Di, Fangdian
    Chen, Lin
    Sun, Limin
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2021, 156
  • [34] A NON-LINEAR DEFORMATION THEORY APPLIED TO 2 DIMENSIONAL PRETENSIONED CABLE ASSEMBLIES
    BUCHHOLDT, HA
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS, 1969, 42 (JAN): : 129 - +
  • [35] Static analytic method considered axial load effects for pretensioned single cable structures
    Weng, Zhen-Jiang
    Yin, Ling-Feng
    Shan, Jian
    Tang, Gan
    Huang, Wei
    Gongcheng Lixue/Engineering Mechanics, 2011, 28 (09): : 165 - 173
  • [36] SELF-EXCITED OSCILLATION OF A PRETENSIONED CABLE ROOF WITH SINGLE CURVATURE IN SMOOTH FLOW
    MATSUMOTO, T
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1990, 34 (03) : 304 - 318
  • [37] Nonlinear dynamic behaviors of a floating structure in focused waves
    Fei-feng Cao
    Xi-zeng Zhao
    China Ocean Engineering, 2015, 29 : 807 - 820
  • [38] Nonlinear Dynamic Behaviors of A Floating Structure in Focused Waves
    曹飞凤
    赵西增
    ChinaOceanEngineering, 2015, 29 (06) : 807 - 820
  • [39] Nonlinear dynamic behaviors of a floating structure in focused waves
    Cao Fei-feng
    Zhao Xi-zeng
    CHINA OCEAN ENGINEERING, 2015, 29 (06) : 807 - 820
  • [40] Study on dynamic Behaviors of thin plate structure by DBEM
    Fang, Yingwu
    Wu, Dewei
    Lu, Yanjun
    Lei, Zhixiong
    Wang, Yi
    PROGRESSES IN FRACTURE AND STRENGTH OF MATERIALS AND STRUCTURES, 1-4, 2007, 353-358 : 929 - +