Abstract
A local failure criterion for API X65 steel is applied to predict ductile failure of full-scale API X65 pipes with simulated corrosion and gouge defects under internal pressure. The local failure criterion is the stress-modified fracture strain as a function of the stress triaxiality (defined by the ratio of the hydrostatic stress to the effective stress). Based on detailed finite element (FE) analyses with the proposed local failure criterion, burst pressures of defective pipes are estimated and compared with experimental data. For pipes with simulated corrosion defects, FE analysis with the proposed local fracture criterion indicates that predicted failure takes place after the defective pipes attain maximum loads for all cases, possibly due to the fact that the material has sufficient ductility. For pipes with simulated gouge defects, on the other hand, it is found that predicted failure takes place before global instability, and the predicted burst pressures are in good agreement with experimental data, providing confidence in the present approach.
Original language | English |
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Pages (from-to) | 512-525 |
Number of pages | 14 |
Journal | International Journal of Pressure Vessels and Piping |
Volume | 84 |
Issue number | 8 |
DOIs | |
Publication status | Published - 2007 Aug |
Bibliographical note
Funding Information:This research is performed under the program of Basic Atomic Energy Research Institute (BAERI), is a part of the Nuclear R&D Programs funded by the Ministry of Science & Technology (MOST) of Korea, and under the program of the Brain Korea 21 Project in 2006.
Copyright:
Copyright 2009 Elsevier B.V., All rights reserved.
Keywords
- API X65 steel
- Ductile fracture
- Finite element (FE) analysis
- Gouge
- Local fracture strain criterion
ASJC Scopus subject areas
- General Materials Science
- Mechanics of Materials
- Mechanical Engineering