Abstract
In-wall shield ribs are installed between double walls of vacuum vessel and their role is to hold neutron shielding blocks. Since one of key issues on these structures is to sustain integrity during entire ITER operation without any in-service inspection or maintenance, fracture behavior shall be evaluated in design stage. In the present study, a weight function method was employed for crack initiation assessment. The most critical structure was selected as a representative one and its structural integrity was evaluated. In order to check validity of this method, an extended finite element method was adopted for bounding cases. As a result, not only structural safety but also quite conservatism were observed comparing to those of extended finite element analysis with similar tendency. It means that the weight function method could be a conservatively practical approach for fracture mechanical assessment of in-wall shield ribs.
| Original language | English |
|---|---|
| Pages (from-to) | 572-577 |
| Number of pages | 6 |
| Journal | Fusion Engineering and Design |
| Volume | 124 |
| DOIs | |
| Publication status | Published - Nov 2017 |
Bibliographical note
Publisher Copyright:© 2017 Elsevier B.V.
Keywords
- Extended finite element method
- In-wall shield rib assembly
- Stress intensity factor
- Weight function method
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