2007
DOI: 10.1016/j.fusengdes.2007.04.036
|View full text |Cite
|
Sign up to set email alerts
|

Detailed electromagnetic analysis for design optimization of a tungsten divertor plate for JET

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1
1
1

Citation Types

0
7
0

Year Published

2007
2007
2013
2013

Publication Types

Select...
5
1

Relationship

3
3

Authors

Journals

citations
Cited by 16 publications
(7 citation statements)
references
References 4 publications
0
7
0
Order By: Relevance
“…Poloidal fingers guide modules during lowering and engage before the dowels that ensure accurate positioning and resist the EM torque around the vertical axis [3].…”
Section: Adaptormentioning
confidence: 99%
See 1 more Smart Citation
“…Poloidal fingers guide modules during lowering and engage before the dowels that ensure accurate positioning and resist the EM torque around the vertical axis [3].…”
Section: Adaptormentioning
confidence: 99%
“…-deep toroidal cuts avoid the shape of a closed frame and lower the EM forces accordingly [3]. The wedge is thus divided in 8 wings with holes for tile fixings.…”
Section: Wedge Carriermentioning
confidence: 99%
“…The design was mostly determined by the strong constraint of minimising electromagnetic forces during disruptions and optimising mechanical stability [16,17]. A design was made of 6 mm W lamellae, packed together in four poloidal stacks and bolted together in toroidal direction but with electrical isolating spacers to reduce eddy currents [15].…”
Section: Tungsten Divertor/randd On Tungsten Coating and Bulk Tungsten mentioning
confidence: 99%
“…It is assumed that the transport current, which is a part of toroidal eddy current loop in base plate-divertor tile block contour, enters four wedge "legs" on the one side and leaves the block via four other "legs" on the other side [10]. The full system of coupled structural parts is analyzed.…”
Section: Transport Current Analysismentioning
confidence: 99%
“…Assumption of zero friction gives the worst case for the pins and bolts; -Stiff beams connecting structures were used to model tiles/rails linkage; -The bolts equipped with the spring washers are modeled as pre-loaded beam elements (pre-loading of the tie rods is 0.9 kN; of the wedge-adaptor bolts-3.7 kN for M8 bolt and 4.5 kN for M12 bolt; of the adaptor-base bolts-5.5 kN, and of rail-wedge bolts-0.4 kN [10]); -The action of shear pins between assembled parts is modeled by coupling the appropriate translational degree of freedom in appropriate nodes of the FE mesh.…”
Section: Modelingmentioning
confidence: 99%