Multilevel Monte Carlo simulations of composite structures with uncertain manufacturing defects

被引:18
作者
Dodwell, T. J. [1 ,2 ]
Kynaston, S. [3 ]
Butler, R. [4 ]
Haftka, R. T. [5 ]
Kim, Nam H. [5 ]
Scheichl, R. [3 ,6 ,7 ]
机构
[1] Coll Engn Math & Phys Sci, Exeter EX4 4PY, Devon, England
[2] Alan Turing Inst, London NW1 2DB, England
[3] Univ Bath, Dept Math Sci, Bath BA2 7AY, Avon, England
[4] Univ Bath, Dept Mech Engn, Bath BA2 7AY, Avon, England
[5] Univ Florida, Dept Mech & Aerosp Engn, Gainesville, FL 32611 USA
[6] Heidelberg Univ, Inst Appl Math, D-69120 Heidelberg, Germany
[7] Heidelberg Univ, Interdisciplinary Ctr Sci Comp, D-69120 Heidelberg, Germany
基金
英国工程与自然科学研究理事会;
关键词
Monte Carlo methods;
D O I
10.1016/j.probengmech.2020.103116
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
By adopting a Multilevel Monte Carlo (MLMC) framework, this paper shows that only a handful of costly fine scale computations are needed to accurately estimate statistics of the failure of a composite structure, as opposed to the many thousands typically needed in classical Monte Carlo analyses. The paper introduces the MLMC method and provides an extension called MLMC with selective refinement to efficiently calculated structural failure probabilities. Simple-to-implement, self-adaptive algorithms are given, and the results demonstrate huge computational gains for two novel, real world example problems in composites performance analysis: (i) the effects of fibre waviness on the compressive strength of a composite material and (ii) the uncertain buckling performance of a composite panel with random ply orientations. For the most challenging test case of estimating a 1/150 probability of buckling failure of a composite panel the results demonstrate a speed-up factor of > 1000 over classical Monte Carlo. In absolute terms, the computational time was reduced from 218 CPU days to just 4.4 CPU hours, making stochastic simulations that would otherwise be unthinkable now possible.
引用
收藏
页数:12
相关论文
共 48 条
  • [31] Kim Nam H., 17 AIAA NOND APPR C
  • [32] Compressive strength of fibre composites with random fibre waviness
    Liu, D
    Fleck, NA
    Sutcliffe, MF
    [J]. JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2004, 52 (07) : 1481 - 1505
  • [33] MULTILEVEL MONTE CARLO FINITE VOLUME METHODS FOR SHALLOW WATER EQUATIONS WITH UNCERTAIN TOPOGRAPHY IN MULTI-DIMENSIONS
    Mishra, S.
    Schwab, Ch
    Sukys, J.
    [J]. SIAM JOURNAL ON SCIENTIFIC COMPUTING, 2012, 34 (06) : B761 - B784
  • [34] Multilevel Monte Carlo for two phase flow and Buckley-Leverett transport in random heterogeneous porous media
    Mueller, Florian
    Jenny, Patrick
    Meyer, Daniel W.
    [J]. JOURNAL OF COMPUTATIONAL PHYSICS, 2013, 250 : 685 - 702
  • [35] The effect of ignoring dependence between failure modes on evaluating system reliability
    Park, Chanyoung
    Kim, Nam H.
    Haftka, Raphael T.
    [J]. STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2015, 52 (02) : 251 - 268
  • [36] Parlett B.N., 1998, The Symmetric Eigenvalue Problem, V20
  • [37] Rasmussen CE, 2005, ADAPT COMPUT MACH LE, P1
  • [38] Rhead AT, 2013, CMC-COMPUT MATER CON, V35, P1
  • [39] A Bayesian framework for assessing the strength distribution of composite structures with random defects
    Sandhu, A.
    Reinarz, A.
    Dodwell, T. J.
    [J]. COMPOSITE STRUCTURES, 2018, 205 : 58 - 68
  • [40] Random field simulation over curved surfaces: Applications to computational structural mechanics
    Scarth, Carl
    Adhikari, Sondipon
    Cabral, Pedro Higino
    Silva, Gustavo H. C.
    do Prado, Alex Pereira
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2019, 345 : 283 - 301