Effects of extreme temperature environments on nonlinear vibrations of the cable-stayed functionally graded beam

被引:0
|
作者
Hu, Tong [1 ]
Su, Xiaoyang [1 ,2 ,3 ,4 ]
Zhang, Wei [1 ,2 ,3 ,4 ]
Kang, Houjun [1 ,3 ,4 ]
Liu, Chaoran [2 ]
Liu, Tao [2 ]
机构
[1] Guangxi Univ, Sch Civil Engn & Architecture, Nanning 530004, Guangxi, Peoples R China
[2] Beijing Univ Technol, Sch Math Stat & Mech, Beijing 100124, Peoples R China
[3] Guangxi Univ, State Key Lab Featured Met Mat & Life Cycle Safety, Nanning 530004, Guangxi, Peoples R China
[4] Guangxi Univ, Sci Res Ctr Engn Mech, Nanning 530004, Guangxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Modeling; Cable-stayed functionally graded beam; Extreme temperature environments; Nonlinear vibration; Internal resonance; FGM BEAMS; DYNAMICS;
D O I
10.1016/j.tws.2024.112547
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A cable-stayed functionally graded beam (CSFGB) model is proposed for the first time to study nonlinear behaviors of the system exposed to extreme temperatures. To this end, the in-plane one-to-one internal resonance between the global mode (FGB's mode) and the local mode (cable's mode) is explored under the condition of external primary resonance. First, governing differential equations of the system considering temperature effects are derived by using Hamilton's principle. To obtain the modal function of the FGB, the in-plane eigenvalue problem is solved through the separation-of-variables method. Subsequently, ordinary differential equations (ODEs) are yielded according to Galerkin discretization. The method of multiple time scales is then applied to deal with the ODEs and derive the modulation equations. Based on the above theoretical solutions, the frequency-/force-response curves at three different temperatures are delineated via Newton-Raphson method and the continuation of fixed points. Meanwhile, the time histories and phase portraits are also provided by directly integrating the ODEs. The results show that temperature changes have a significant influence on nonlinear characteristics of the system.
引用
收藏
页数:18
相关论文
共 50 条
  • [41] Human-induced vibrations of a curved cable-stayed footbridge
    Bassoli, Elisa
    Gambarelli, Paola
    Vincenzi, Loris
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2018, 146 : 84 - 96
  • [42] CONTROL OF WIND-INDUCED VIBRATIONS OF CABLE-STAYED BRIDGES
    ASCHRAFI, M
    HIRSCH, GH
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1983, 14 (1-3) : 235 - 246
  • [43] Modeling of cable-stayed bridges for analysis of traffic induced vibrations
    Karoumi, R
    IMAC-XVIII: A CONFERENCE ON STRUCTURAL DYNAMICS, VOLS 1 AND 2, PROCEEDINGS, 2000, 4062 : 842 - 848
  • [44] Effects of coupling vibration between girder and cable on performance of nonlinear cable dampers for cable-stayed bridges
    Liang, Dong
    Chen, Shun-Wei
    Kong, Dan-Dan
    Zhao, Xin
    Gongcheng Lixue/Engineering Mechanics, 2012, 29 (09): : 237 - 244
  • [45] Effects of temperature on the deflection of cable-stayed bridges during cantilever erection
    Fu, Chunyu
    Lao, Yongsheng
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2023,
  • [46] Nonlinear primary resonance in vibration control of cable-stayed beam with time delay feedback
    Peng, Jian
    Xiang, Mingjiao
    Wang, Lianhua
    Xie, Xianzhong
    Sun, Hongxin
    Yu, Jianda
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2020, 137 (137)
  • [47] Dynamic behavior of cable-stayed beam with localized damage
    Zhu, J.
    Ye, G. R.
    Xiang, Y. Q.
    Chen, W. Q.
    JOURNAL OF VIBRATION AND CONTROL, 2011, 17 (07) : 1080 - 1089
  • [48] Static nonlinear analysis of cable-stayed spatial grid
    Dept. of Civil Engineering, South China University of Technology, Guangzhou 510640, China
    Gongcheng Lixue, 2006, 10 (15-18+24):
  • [49] Geometrically nonlinear buffeting response of a cable-stayed bridge
    Kim, HK
    Shinozuka, M
    Chang, SP
    JOURNAL OF ENGINEERING MECHANICS, 2004, 130 (07) : 848 - 857
  • [50] NONLINEAR SEISMIC RESPONSE ANALYSIS OF A CABLE-STAYED BRIDGE
    Wei, Demin
    Gao, Xiaonan
    Kong, Peng
    INNOVATION & SUSTAINABILITY OF STRUCTURES, VOLS 1 AND 2, 2011, : 864 - 868