Research Article
Failure Assessment for the High-Strength Pipelines with Constant-Depth Circumferential Surface Cracks
Figure 6
Variation of the FE results for h1 with the load magnitude for a/t = 0.2, θ/π = 0.01, and D/t = 100: (a) tension; (b) bending.
| (a) |
| (b) |