TY - JOUR
T1 - Probabilistic fatigue integrity assessment in multiple crack growth analysis associated with equivalent initial flaw and material variability
AU - Kim, Jung Hoon
AU - Chau-Dinh, Thanh
AU - Zi, Goangseup
AU - Lee, Won Woo
AU - Kong, Jun g Sik
N1 - Funding Information:
This work was supported by Mid-career Researcher Program through NRF grant funded by the MEST (2012R1A2A2A01047178) of Korea government and a grant (13SCIPA01) from Smart Civil Infrastructure Research Program funded by Ministry of Land, Infrastructure and Transport (MOLIT) of Korea government and Korea Agency for Infrastructure Technology Advancement (KAIA). The supports received are gratefully acknowledged.
Publisher Copyright:
© 2016 Elsevier Ltd.
PY - 2016/5/1
Y1 - 2016/5/1
N2 - The residual strength of components can be abruptly reduced due to multiple site damage (MSD). In general, the fatigue and fracture performance of MSD contains a significant number of uncertainties. Major uncertainties can be characterized by initial flaw, material variability and crack growth rates, among other factors. To cope with uncertain random variables, some probabilistic methods can be considered. However, these seldom obtain efficient and reliable results because of the complexities included in computations of fatigue and fracture mechanics, and probabilistic approaches. To overcome these difficulties in the life-cycle reliability analysis of MSD, the Gaussian process (GP) response surface model has been assembled with one of the recent multiple crack analysis tools, XFEM, in this study. The assembled GP-XFEM method represents a convenient way to obtain the response surface and sensitivity factors of multiple crack propagation in a structure (or a component) under a complex environment with computational efficiency. The accuracy and advantages of the proposed method were verified by a number of experimental results and numerical examples.
AB - The residual strength of components can be abruptly reduced due to multiple site damage (MSD). In general, the fatigue and fracture performance of MSD contains a significant number of uncertainties. Major uncertainties can be characterized by initial flaw, material variability and crack growth rates, among other factors. To cope with uncertain random variables, some probabilistic methods can be considered. However, these seldom obtain efficient and reliable results because of the complexities included in computations of fatigue and fracture mechanics, and probabilistic approaches. To overcome these difficulties in the life-cycle reliability analysis of MSD, the Gaussian process (GP) response surface model has been assembled with one of the recent multiple crack analysis tools, XFEM, in this study. The assembled GP-XFEM method represents a convenient way to obtain the response surface and sensitivity factors of multiple crack propagation in a structure (or a component) under a complex environment with computational efficiency. The accuracy and advantages of the proposed method were verified by a number of experimental results and numerical examples.
KW - Equivalent initial flaw
KW - Extended finite element method
KW - Monte Carlo method
KW - Multiple crack growth
KW - Probabilistic fatigue
UR - http://www.scopus.com/inward/record.url?scp=84959337429&partnerID=8YFLogxK
U2 - 10.1016/j.engfracmech.2016.02.018
DO - 10.1016/j.engfracmech.2016.02.018
M3 - Article
AN - SCOPUS:84959337429
SN - 0013-7944
VL - 156
SP - 182
EP - 196
JO - Engineering Fracture Mechanics
JF - Engineering Fracture Mechanics
ER -