TY - JOUR
T1 - Plastic limit pressures for cracked pipes using finite element limit analyses
AU - Kim, Yun Jae
AU - Shim, Do Jun
AU - Huh, Nam Su
AU - Kim, Young Jin
N1 - Funding Information:
The authors are grateful for the support provided by a grant from Safety and Structural Integrity Research Centre at Sungkyunkwan University.
PY - 2002/5/5
Y1 - 2002/5/5
N2 - Based on detailed finite element (FE) limit analyses, the present paper provides approximations for plastic limit pressure solutions for plane strain pipes with extended inner axial cracks; axi-symmetric (inner) circumferential cracks; axial through-wall cracks; axial (inner) surface cracks; circumferential through-wall cracks; and circumferential (inner) surface cracks. In particular, for surface crack problems, the effect of the crack shape, semi-elliptical or rectangular, on the limit pressure is quantified. Comparisons with existing analytical and empirical solutions show a large discrepancy for short circumferential through-wall cracks and for surface cracks (both axial and circumferential). Being based on detailed 3D FE limit analysis, the present solutions are believed to be accurate, and thus to be valuable information not only for plastic collapse analysis of pressurised piping but also for estimating non-linear fracture mechanics parameters based on the reference stress approach.
AB - Based on detailed finite element (FE) limit analyses, the present paper provides approximations for plastic limit pressure solutions for plane strain pipes with extended inner axial cracks; axi-symmetric (inner) circumferential cracks; axial through-wall cracks; axial (inner) surface cracks; circumferential through-wall cracks; and circumferential (inner) surface cracks. In particular, for surface crack problems, the effect of the crack shape, semi-elliptical or rectangular, on the limit pressure is quantified. Comparisons with existing analytical and empirical solutions show a large discrepancy for short circumferential through-wall cracks and for surface cracks (both axial and circumferential). Being based on detailed 3D FE limit analysis, the present solutions are believed to be accurate, and thus to be valuable information not only for plastic collapse analysis of pressurised piping but also for estimating non-linear fracture mechanics parameters based on the reference stress approach.
KW - Finite element
KW - Limit pressure
KW - Surface cracked pipe
KW - Through-wall cracked pipe
UR - http://www.scopus.com/inward/record.url?scp=0037023914&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=0037023914&partnerID=8YFLogxK
U2 - 10.1016/S0308-0161(02)00031-5
DO - 10.1016/S0308-0161(02)00031-5
M3 - Article
AN - SCOPUS:0037023914
SN - 0308-0161
VL - 79
SP - 321
EP - 330
JO - International Journal of Pressure Vessels and Piping
JF - International Journal of Pressure Vessels and Piping
IS - 5
ER -