Abstract
Reeling has proven to be an efficient and cost effective method for offshore pipelaying. During the reeling process the pipe undergoes deformation that can strain the material by 1-2%. The existing failure assessment methods often turn out to be too conservative to allow such a strain level in the structure. The amount of conservatism can be significantly reduced by using a new failure assessment approach developed by SINTEF. This approach depends on finite element calculations for establishing the non-linear fracture mechanics parameters and the stress and strain distributions in the pipe. The present study addresses the performance of shell and line spring finite elements as a cost effective tool for performing such numerical calculations.
Original language | British English |
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Pages (from-to) | 527-547 |
Number of pages | 21 |
Journal | Engineering Fracture Mechanics |
Volume | 68 |
Issue number | 5 |
DOIs | |
State | Published - 9 Mar 2001 |
Keywords
- Constraint
- Cracked shells
- Failure assessment
- Line springs
- Plasticity
- Shell finite elements
- Solid finite elements