Limit-State Function Sensitivity under Epistemic Uncertainty: A Convex Model Approach

被引:0
作者
Zhao, Haodong [1 ]
Zhou, Changcong [1 ]
Chang, Qi [1 ]
Shi, Haotian [1 ]
Valdebenito, Marcos A. [2 ]
Faes, Matthias G. R. [2 ]
机构
[1] Northwestern Polytech Univ, Dept Engn Mech, Youyi West Rd 127, Xian 710072, Peoples R China
[2] TU Dortmund Univ, Chair Reliabil Engn, Leonhard Euler Str 5, D-44227 Dortmund, Germany
来源
ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART A-CIVIL ENGINEERING | 2024年 / 10卷 / 04期
基金
中国国家自然科学基金;
关键词
Epistemic uncertainty; Interval; Nonprobabilistic; Sensitivity analysis; Kriging; RELIABILITY-ANALYSIS; OPTIMIZATION; SIMULATION;
D O I
10.1061/AJRUA6.RUENG-1393
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This work proposes a limit-state sensitivity index to identify the input variables of a structure or system which possess a significant impact on its state for the case where the input variables are subject to epistemic uncertainty. By introducing the concept of a nonprobabilistic limit-state measure, the proposed sensitivity index can represent the individual or joint influence of the input parameters. The proposed sensitivity index is applicable in conjunction with different convex set models, such as the hyperrectangular or hyperellipsoidal models, as well as hybrid models. The basic properties of the sensitivity index are discussed in detail and its numerical estimation form is carried out. Two test examples are presented to prove efficiency, and a comparison with two existing sensitivity indices is also performed. Finally, the proposed sensitivity index is applied to the sensitivity analysis of a composite radome structure to quantify the influence of interval variables on the maximum displacement and total strain energy.
引用
收藏
页数:15
相关论文
共 33 条
  • [1] Ben-Haim Y., 1990, Convex models of uncertainty in applied mechanics, P44
  • [2] A NONPROBABILISTIC CONCEPT OF RELIABILITY
    BENHAIM, Y
    [J]. STRUCTURAL SAFETY, 1994, 14 (04) : 227 - 245
  • [3] CONVEX MODELS OF UNCERTAINTY IN RADIAL PULSE BUCKLING OF SHELLS
    BENHAIM, Y
    [J]. JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1993, 60 (03): : 683 - 688
  • [4] Efficient Global Reliability Analysis for Nonlinear Implicit Performance Functions
    Bichon, B. J.
    Eldred, M. S.
    Swiler, L. P.
    Mahadevan, S.
    McFarland, J. M.
    [J]. AIAA JOURNAL, 2008, 46 (10) : 2459 - 2468
  • [5] A new uncertainty importance measure
    Borgonovo, E.
    [J]. RELIABILITY ENGINEERING & SYSTEM SAFETY, 2007, 92 (06) : 771 - 784
  • [6] A novel sensitivity index for analyzing the response of numerical models with interval inputs
    Chang, Qi
    Zhou, Changcong
    Valdebenito, Marcos A.
    Liu, Hongwei
    Yue, Zhufeng
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2022, 400
  • [7] NONPROBABILISTIC, CONVEX-THEORETIC MODELING OF SCATTER IN MATERIAL PROPERTIES
    ELISHAKOFF, I
    ELISSEEFF, P
    GLEGG, SAL
    [J]. AIAA JOURNAL, 1994, 32 (04) : 843 - 849
  • [8] Recent Trends in the Modeling and Quantification of Non-probabilistic Uncertainty
    Faes, Matthias
    Moens, David
    [J]. ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING, 2020, 27 (03) : 633 - 671
  • [9] Multivariate dependent interval finite element analysis via convex hull pair constructions and the Extended Transformation Method
    Faes, Matthias
    Moens, David
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2019, 347 : 85 - 102
  • [10] Engineering analysis with probability boxes: A review on computational methods
    Faes, Matthias G. R.
    Daub, Marco
    Marelli, Stefano
    Patelli, Edoardo
    Beer, Michael
    [J]. STRUCTURAL SAFETY, 2021, 93 (93)