TY - JOUR
T1 - Engineering C*-integral and COD estimates for nonidealized circumferential through-wall cracked pipes at elevated temperature
AU - Won, Min Gu
AU - Kim, Kyunghoon
AU - Huh, Nam Su
AU - Kim, Woo Gon
AU - Lee, Hyeong Yeon
N1 - Publisher Copyright:
© 2018 Wiley Publishing Ltd.
PY - 2019/2/1
Y1 - 2019/2/1
N2 - In this study, creep fracture mechanics parameters, C*-integral and crack opening displacement (COD) rate, are estimated for a nonidealized circumferential through-wall crack (TWC) in pipes. The GE/EPRI and enhanced reference stress (ERS) methods are employed. As for creep condition, the Norton and RCC-MRx creep models are considered for secondary and primary-secondary creep strain, respectively. The bending moment, axial tension, and internal pressure are applied to a pipe with a nonidealized circumferential TWC, as individual loads. Three-dimensional elastic-creep finite element (FE) analyses are performed, and the predictions from the GE/EPRI and ERS methods are compared with FE results. For the Norton creep model, both methods show good agreement with the FE results. For the RCC-MRx creep model, only the ERS method can be used, and it provides accurate predictions comparing with FE results. Based on the comparison results, the use of the present engineering C*-integral and COD estimation methods for nonidealized circumferential TWC is validated.
AB - In this study, creep fracture mechanics parameters, C*-integral and crack opening displacement (COD) rate, are estimated for a nonidealized circumferential through-wall crack (TWC) in pipes. The GE/EPRI and enhanced reference stress (ERS) methods are employed. As for creep condition, the Norton and RCC-MRx creep models are considered for secondary and primary-secondary creep strain, respectively. The bending moment, axial tension, and internal pressure are applied to a pipe with a nonidealized circumferential TWC, as individual loads. Three-dimensional elastic-creep finite element (FE) analyses are performed, and the predictions from the GE/EPRI and ERS methods are compared with FE results. For the Norton creep model, both methods show good agreement with the FE results. For the RCC-MRx creep model, only the ERS method can be used, and it provides accurate predictions comparing with FE results. Based on the comparison results, the use of the present engineering C*-integral and COD estimation methods for nonidealized circumferential TWC is validated.
KW - GE/EPRI method
KW - Norton creep model
KW - RCC-MRx creep model
KW - creep fracture mechanics parameter
KW - enhanced reference stress method
KW - nonidealized through-wall crack
UR - http://www.scopus.com/inward/record.url?scp=85053449847&partnerID=8YFLogxK
U2 - 10.1111/ffe.12925
DO - 10.1111/ffe.12925
M3 - Article
AN - SCOPUS:85053449847
SN - 8756-758X
VL - 42
SP - 494
EP - 503
JO - Fatigue and Fracture of Engineering Materials and Structures
JF - Fatigue and Fracture of Engineering Materials and Structures
IS - 2
ER -