Non-probabilistic interval analysis method for dynamic response analysis of nonlinear systems with uncertainty

被引:101
|
作者
Qiu, Zhiping [1 ]
Ma, Lihong [1 ]
Wang, Xiaojun [1 ]
机构
[1] Beijing Univ Aeronaut & Astronaut, Inst Solid Mech, Beijing 100083, Peoples R China
关键词
STOCHASTIC STRUCTURES; RANDOM-EXCITATION; PARAMETERS;
D O I
10.1016/j.jsv.2008.06.006
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
Effects of uncertainties on the dynamic response of the nonlinear vibration systems with general form are investigated. Based on interval mathematics, modeling the uncertain parameters as interval numbers, a non-probabilistic interval analysis method, which estimates the range of the nonlinear dynamic response with the help of Taylor series expansion, is presented, where the partial derivatives of the dynamic response with respect to uncertain parameters ire considered to be interval numbers. The sensitivity matrices of dynamic response with the uncertain parameters are derived. For the presented method, only the bounds on uncertain parameters are needed, instead of probabilistic density distribution or statistical quantities. Numerical examples are used to illustrate the validity and feasibility of the presented method. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:531 / 540
页数:10
相关论文
共 50 条
  • [1] Non-probabilistic convex models and interval analysis method for dynamic response of a beam with bounded uncertainty
    Hu, Juxi
    Qiu, Zhiping
    [J]. APPLIED MATHEMATICAL MODELLING, 2010, 34 (03) : 725 - 734
  • [2] Interval Perturbation Method to Structural Non-probabilistic Reliability Analysis
    Sun, Zuozhen
    Meng, Guangwei
    Li, Feng
    Zhou, Liming
    [J]. ADVANCES IN MANUFACTURING SCIENCE AND ENGINEERING, PTS 1-4, 2013, 712-715 : 1527 - 1530
  • [3] Non-probabilistic interval process model and method for uncertainty analysis of transient heat transfer problem
    Wang, Chong
    Matthies, Hermann G.
    [J]. INTERNATIONAL JOURNAL OF THERMAL SCIENCES, 2019, 144 : 147 - 157
  • [4] Comparison of dynamic response of structures with uncertain-but-bounded parameters using non-probabilistic interval analysis method and probabilistic approach
    Qiu, ZP
    Wang, XJ
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2003, 40 (20) : 5423 - 5439
  • [5] A new method for structural non-probabilistic reliability analysis based on interval analysis
    Gou, Xing-wang
    Li, Ai-jun
    Luo, La-quan
    Wang, Chang-qing
    [J]. MULTIDISCIPLINE MODELING IN MATERIALS AND STRUCTURES, 2016, 12 (01) : 73 - 79
  • [6] A hybrid computational model for non-probabilistic uncertainty analysis
    Silva, R. S.
    Almeida, R. C.
    [J]. PROCEEDINGS OF LSAME.08: LEUVEN SYMPOSIUM ON APPLIED MECHANICS IN ENGINEERING, PTS 1 AND 2, 2008, : 859 - 868
  • [7] Distortion Analysis on Reflector Antenna Surface Using Non-probabilistic Interval Method
    Ma, Hongbo
    Xu, Xiaofeng
    [J]. ADVANCED DESIGN TECHNOLOGY, PTS 1-3, 2011, 308-310 : 2404 - 2412
  • [8] Non-probabilistic uncertainty quantification and response analysis of structures with a bounded field model
    Luo, Yangjun
    Zhan, Junjie
    Xing, Jian
    Kang, Zhan
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2019, 347 : 663 - 678
  • [9] Coupled fuzzy-interval model and method for structural response analysis with non-probabilistic hybrid uncertainties
    Wang, Chong
    Matthies, Hermann G.
    [J]. FUZZY SETS AND SYSTEMS, 2021, 417 : 171 - 189
  • [10] A trigonometric interval method for dynamic response analysis of uncertain nonlinear systems
    Liu ZhuangZhuang
    Wang TianShu
    Li JunFeng
    [J]. SCIENCE CHINA-PHYSICS MECHANICS & ASTRONOMY, 2015, 58 (04) : 1 - 13