Probabilistic Analysis Using High Dimensional Model Representation and Fast Fourier Transform

This paper presents an efficient probabilistic analysis method for predicting component reliability of structural/mechanical systems subject to random loads, material properties, and geometry. The proposed method involves High Dimensional Model Representation (HDMR) for the limit state/performance f...

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Published inInternational journal of computational methods in engineering science and mechanics Vol. 9; no. 6; pp. 342 - 357
Main Authors Rao, B. N., Chowdhury, Rajib
Format Journal Article
LanguageEnglish
Published Taylor & Francis Group 30.09.2008
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ISSN1550-2287
1550-2295
DOI10.1080/15502280802363035

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Abstract This paper presents an efficient probabilistic analysis method for predicting component reliability of structural/mechanical systems subject to random loads, material properties, and geometry. The proposed method involves High Dimensional Model Representation (HDMR) for the limit state/performance function approximation and fast Fourier transform for solving the convolution integral. The limit state/performance function approximation is obtained by linear and quadratic approximations of the first-order HDMR component functions at most probable point. In the proposed method, efforts are required in evaluating conditional responses at a selected input determined by sample points, as compared to full-scale simulation methods. Therefore, the proposed technique estimates the failure probability accurately with significantly less computational effort compared to the direct Monte Carlo simulation. The methodology developed is applicable for structural reliability estimation involving any number of random variables with any kind of distribution. The accuracy and efficiency of the proposed method is demonstrated through five examples involving explicit/implicit performance functions.
AbstractList This paper presents an efficient probabilistic analysis method for predicting component reliability of structural/mechanical systems subject to random loads, material properties, and geometry. The proposed method involves High Dimensional Model Representation (HDMR) for the limit state/performance function approximation and fast Fourier transform for solving the convolution integral. The limit state/performance function approximation is obtained by linear and quadratic approximations of the first-order HDMR component functions at most probable point. In the proposed method, efforts are required in evaluating conditional responses at a selected input determined by sample points, as compared to full-scale simulation methods. Therefore, the proposed technique estimates the failure probability accurately with significantly less computational effort compared to the direct Monte Carlo simulation. The methodology developed is applicable for structural reliability estimation involving any number of random variables with any kind of distribution. The accuracy and efficiency of the proposed method is demonstrated through five examples involving explicit/implicit performance functions.
Author Chowdhury, Rajib
Rao, B. N.
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Cites_doi 10.1016/j.probengmech.2004.05.004
10.2514/3.12715
10.1016/j.probengmech.2006.05.004
10.1016/j.compstruc.2006.10.012
10.1016/0167-4730(94)90015-9
10.1061/(ASCE)0733-9399(1991)117:8(1806)
10.1016/S0045-7825(03)00379-7
10.1061/(ASCE)0733-9399(1990)116:6(1183)
10.1023/A:1010979129659
10.1016/0167-4730(94)90031-0
10.1016/j.strusafe.2006.10.003
10.1016/0045-7825(86)90070-8
10.1016/0167-4730(89)90003-9
10.1016/S0010-4655(98)00152-0
10.1016/S0045-7825(98)00140-6
10.1016/S0167-4730(96)00032-X
10.1016/S0167-4730(02)00013-9
10.1023/A:1019188517934
10.1016/S0266-8920(01)00019-4
10.1016/0167-4730(91)90041-7
10.1016/S0167-4730(02)00009-7
10.1021/jp010450t
10.1016/j.jhydrol.2004.10.010
10.1023/A:1013172329778
10.1016/j.ijsolstr.2005.05.053
10.1061/(ASCE)0733-9399(1984)110:3(357)
10.1016/S0951-8320(02)00229-6
10.1016/S0009-2509(02)00417-7
10.1029/1999JD900830
10.1002/cnm.1053
10.1002/9780470316511
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References Ditlevsen O. (CIT0001) 1996
CIT0010
Lin Y. K. (CIT0027) 1967
CIT0032
CIT0031
CIT0012
CIT0034
CIT0033
Wen Y. K. (CIT0036) 1976; 102
Chowdhury R. (CIT0017) 2008; 36
CIT0014
CIT0035
CIT0016
CIT0038
CIT0015
CIT0037
CIT0018
CIT0039
Madsen H. O. (CIT0002) 1986
CIT0019
Penmetsa R. C. (CIT0013) 2003; 39
CIT0021
CIT0020
CIT0023
CIT0022
Arora J. S. (CIT0030) 2004
CIT0003
Wu Y. T. (CIT0011)
CIT0025
CIT0024
CIT0005
CIT0004
CIT0026
CIT0007
CIT0029
CIT0006
CIT0028
CIT0009
CIT0008
References_xml – ident: CIT0010
  doi: 10.1016/j.probengmech.2004.05.004
– ident: CIT0015
  doi: 10.2514/3.12715
– ident: CIT0039
  doi: 10.1016/j.probengmech.2006.05.004
– volume: 102
  start-page: 249
  issue: 2
  year: 1976
  ident: CIT0036
  publication-title: Engg J. Mech., ASCE
– volume-title: Probabilistic Theory of Structural Dynamics
  year: 1967
  ident: CIT0027
– ident: CIT0014
  doi: 10.1016/j.compstruc.2006.10.012
– ident: CIT0032
  doi: 10.1016/0167-4730(94)90015-9
– ident: CIT0005
  doi: 10.1061/(ASCE)0733-9399(1991)117:8(1806)
– ident: CIT0006
  doi: 10.1016/S0045-7825(03)00379-7
– ident: CIT0031
  doi: 10.1061/(ASCE)0733-9399(1990)116:6(1183)
– ident: CIT0020
  doi: 10.1023/A:1010979129659
– ident: CIT0033
  doi: 10.1016/0167-4730(94)90031-0
– ident: CIT0035
  doi: 10.1016/j.strusafe.2006.10.003
– ident: CIT0029
  doi: 10.1016/0045-7825(86)90070-8
– ident: CIT0008
  doi: 10.1016/0167-4730(89)90003-9
– ident: CIT0018
  doi: 10.1016/S0010-4655(98)00152-0
– ident: CIT0028
  doi: 10.1016/S0045-7825(98)00140-6
– volume: 36
  start-page: 393
  issue: 6
  year: 2008
  ident: CIT0017
  publication-title: Str J. Engg. SERC.
– ident: CIT0012
  doi: 10.1016/S0167-4730(96)00032-X
– ident: CIT0038
  doi: 10.1016/S0167-4730(02)00013-9
– ident: CIT0019
  doi: 10.1023/A:1019188517934
– volume: 39
  start-page: 473
  issue: 5
  year: 2003
  ident: CIT0013
  publication-title: Anal. Design
– ident: CIT0009
  doi: 10.1016/S0266-8920(01)00019-4
– ident: CIT0037
  doi: 10.1016/0167-4730(91)90041-7
– ident: CIT0003
  doi: 10.1016/S0167-4730(02)00009-7
– start-page: 670
  volume-title: Proc. First Int. Symp. on Uncertainty Modeling and Analysis, University of Maryland
  ident: CIT0011
– ident: CIT0021
  doi: 10.1021/jp010450t
– ident: CIT0026
  doi: 10.1016/j.jhydrol.2004.10.010
– ident: CIT0022
  doi: 10.1023/A:1013172329778
– ident: CIT0034
  doi: 10.1016/j.ijsolstr.2005.05.053
– ident: CIT0004
  doi: 10.1061/(ASCE)0733-9399(1984)110:3(357)
– ident: CIT0025
  doi: 10.1016/S0951-8320(02)00229-6
– ident: CIT0024
  doi: 10.1016/S0009-2509(02)00417-7
– volume-title: Structural Reliability Methods
  year: 1996
  ident: CIT0001
– ident: CIT0023
  doi: 10.1029/1999JD900830
– volume-title: Methods of Structural Safety
  year: 1986
  ident: CIT0002
– ident: CIT0016
  doi: 10.1002/cnm.1053
– ident: CIT0007
  doi: 10.1002/9780470316511
– volume-title: Introduction to Optimum Design,
  year: 2004
  ident: CIT0030
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SubjectTerms Failure Probability
Fast Fourier Transform
High Dimensional Model Representation
Limit State/Performance Function
Most Probable Point
Structural Reliability
Title Probabilistic Analysis Using High Dimensional Model Representation and Fast Fourier Transform
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