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NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren

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NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren. Forces on Grid Points. NCSX - 1st Wall FEA Model. Peak Force = 829 lb. 175 kA Stationary Disruption - Self-Force + Coil-Force. Forces on Grid Points. NCSX - 1st Wall FEA Model. - PowerPoint PPT Presentation
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NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren
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Page 1: NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren

NCSX First Wall FEA

Stationary Disruption Analysis

NCSX ENGR. MTG.

13 March 2002

F. Dahlgren

Page 2: NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren
Page 3: NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren

NCSX - 1st Wall FEA Model

175 kA Stationary Disruption - Self-Force + Coil-Force

Forces on Grid Points

Peak Force = 829 lb

Page 4: NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren

Forces on Grid Points

NCSX - 1st Wall FEA Model

175 kA Stationary Disruption - Self-Force + Coil-Force

Page 5: NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren

NCSX - 1st Wall FEA Model

175 kA Stationary Disruption - Self-Force + Coil-Force

Forces on Grid Points

Peak Force = 829 lb

@ Grid Point 2776,

& 1062

Page 6: NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren

350 kA Stationary Disruption - Self-Force + Coil-Force

NCSX - 1st Wall FEA Model

Peak Force = 1819 lbs.@ Grid Point 1628 & 3342

Page 7: NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren

NCSX - 1st Wall FEA Model

350 kA Stationary Disruption - Self-Force + Coil-Force

Page 8: NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren
Page 9: NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren
Page 10: NCSX First Wall FEA Stationary Disruption Analysis NCSX ENGR. MTG. 13 March 2002 F. Dahlgren
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*Summary:

175 kA Disruption 350 kA Disruption

Max Force 829 lbs 1819 lbs

Max Displ. 0.005” 0.016”

Max Stress 5096 psi (MinPr-Z1) 8124 psi (Tresca -Z1)

*Results for a material Young’s Modulus of E= 30E6 psi, and µ = 0.3


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