Abstract
The situation of stress and strain was analyzed by Finite Element Analysis (FEA) for the corroded line pipe by deferent inner pressures and with single hemispheric corrosion defects, of which the radius and depth were set as t/8, t/4 and t/2 (t, the pipe wall thickness) respectively. Meanwhile, the residual strength of the pipes with corresponding defects were calculated respectively, as well as the empirical equation that relates to the residual strength and depth-thickness ratio d/t, was established, which shown that the residual strength decreased linearly with the increasing d/t.
Original language | English |
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Pages (from-to) | 281-286 |
Number of pages | 6 |
Journal | Corrosion Science and Protection Technology |
Volume | 25 |
Issue number | 4 |
State | Published - 2013 |
Keywords
- Equivalent stress
- Finite element analysis (FEA)
- Hemispheric defect
- Residual strength