NSTX TF Flag Joint Design Review OVERVIEW C Neumeyer 8/7/3.

Slides:



Advertisements
Similar presentations
Electricity & Magnetism
Advertisements

Q1 for JLAB’s 12 Gev/c Super High Momentum Spectrometer S.R. Lassiter, P.B. Brindza, M. J. Fowler, S.R. Milward, P. Penfold, R. Locke Q1 SHMS HMS Q2 Q3.
Testing Test Setup TapLok Insert Shear Key Copper Threads Friction Tests Collar Shear Tests NSTX TF FLAG JOINT REVIEW 8/7/03 Michael Kalish.
Fasteners / Joint Design Michael Kalish NSTX TF FLAG JOINT REVIEW 8/7/03.
Summary of Twisted Racetrack / Clamp Analysis K. D. Freudenberg.
J. H. ChrzanowskiNSTX TF Flag Joint Design Review1 NSTX TF Flag Joint Design Review Fabrication and Assembly April 10, 2003 By: James H. Chrzanowski.
NSTX TF Flag Joint Review ANALYSIS & DESIGN C Neumeyer 9/3/3.
NSTX Center Stack Upgrade Workshop Brainstorming on Design Solutions for TF Joint C Neumeyer Jan 22, 2009.
Component Testing Test Setup TapLok Insert Shear Key Copper Threads Friction Tests Collar Shear Tests NSTX TF FLAG JOINT REVIEW 8/7/03 Michael Kalish.
Fasteners / Joint Design Michael Kalish NSTX TF FLAG JOINT REVIEW 4/10/03.
Fasteners / Joint Design Michael Kalish NSTX TF FLAG JOINT REVIEW 8/7/03.
HTS Solenoid Punch: Team Supercool. The Story So Far tos/boxeo/box-punch.jpg.
Component Testing Test Setup TapLok Insert Shear Key Copper Threads
NCSX NCSX Planar Coil "ASIPP" Presentation 1 December 8-10, 2005 Michael Kalish NCSX TF and PF Coils.
Electricity & Magnetism Static, Currents, Circuits Magnetic Fields & Electro Magnets Motors & Generators.
Electricity & Magnetism
NSTX Upgrade Project – Final Design Review June , NSTX Supported by College W&M Colorado Sch Mines Columbia U CompX General Atomics INEL.
Inner PF Coil Design Updated C Neumeyer 2/2/10. Changes Since Prior Version Added electrical insulation – Account for 3-wire system ground fault – Account.
NSTX/MAST Engineering Workshop C. Neumeyer National Spherical Torus Experiment (NSTX) NSTX Design Overview NSTX/MAST Engineering Workshop C. Neumeyer
Proposed TF Joint Design C Neumeyer 2/26/9 Notes: 1)Several concepts included are based on ideas developed by R Woolley 2)No analysis has yet been performed.
Analyses of Bolted Joint for Shear Load with Stainless Steel Bushing and Frictionless Shim-Flange Interface Two cases of shim plates were investigated.
NSTX TF Flag Joint Design Review INTRODUCTION C Neumeyer 8/7/3.
NSTX CSU Preliminary Assessment of PFCs Art Brooks December 8,
NSTX TF Flag Joint Design Review OVERVIEW C Neumeyer 8/7/3.
NSTX Center Stack Upgrade Workshop Requirements & Design Point C Neumeyer Jan 22, 2009.
Mechanical Testing of Flag Joint Assembly. TF Flag Assembly to be Tested.
Signals from ISTP-001 April 11-13, 2005 Preliminary Assessment C Neumeyer.
NSTXU-CALC Vessel Port Rework for NB and Thomson Scattering
NSTXU-CALC TF Flex Joint and TF Bundle Stub
Modular Coil Assembly Bolted Joint PDR 2/22/07. Objectives The review objectives include... Define the location of additional inboard bolts Finalize the.
Failure of Original TF Inner Leg Assembly C Neumeyer 4/10/3.
HT-7U CASIPP 1 The Engineering Design of the Poloidal Field System of HT-7U Tokamak PF Group of HT-7U Team Chinese Academy of Sciences, Institute of Plasma.
NSTX NSTX Center Stack Upgrade Ensure fatigue resistant Welds: minimum # of locations shown, could be more. Various Weld Reinforcements & Hardware Replacement.
Summary of Winding Pack Thermal Results K. Freudenberg
TF Joint Operations Review Introduction C Neumeyer 2/10/05 Scope and Outline of Review Summary of Findings from 2004 Run Review of Joint Force, Pressure.
1 Bolts in Tension pt1 Andrei Lozzi. The flanges at the end of the two turbine shafts seen above, are bolted together to form a very rigid friction coupling.
Analyses of Bolted Joint for Bolt Preload and Shear Load
NCSX Operation of the C1 Modular Coil in the Coil Test Facility Peer Review June1, 2006 NCSX.
Peer Review NSTX TF Hub Assembly Friction Coating C Neumeyer 10/27/04 Requirements Testing Calculation Update Implementation.
Figure 1 – NSTX Upper Umbrella Assembly Upgrade Design: Version 3.
NSTX TF Flag Joint Torque Collar Chit Review C Neumeyer 9/11/3.
NSTX Supported by NSTX Centerstack Upgrade Project Meeting P. Titus April 14, 2010 PF4/5 Terminal Stress Existing PF4/5 Support Weld Algorythm Moment Influence.
TF Joint Operations Review Commissioning Plan C Neumeyer 2/10/05 Test Shots Instrumentation Benchmarking.
NSTX TF Flag Joint Design Review SUMMARY C Neumeyer 8/7/3.
TF Joint Operations Review Simplified Modeling & Protection C Neumeyer 2/10/05 IP and OOP Load Modeling Linear Model of IP and OOP pressure at Joint FEMLAB.
Spacing of Cu clamp = 10” Clamp plate width = 2.5”, thickness = 0.375” Thickness of conductor insulation = 0.03” Thickness of coil ground wrap = 0.03”
Proposed TF Joint Design Concept #1 C Neumeyer 3/23/9 Notes: 1)Several concepts included are based on ideas developed by R Woolley 2)No analysis has yet.
NSTX Supported by NSTX Centerstack Upgrade Project Meeting P. Titus March Insulation Short Beam Tests – Failure Modes Ripple Loads on PF PF4/5.
Nonlinear Analyses of Modular Coils and Shell structure for Coil Cool-down and EM Loads Part 1 – Results of Shell Structure and Modular Coils H.M. Fan.
NSTX TF Flag Joint Status of Design, Analysis, Test Activities & Design Review Preparations C Neumeyer NSTX Team Meeting 7/24/3.
AWB NSTX TF Flag Joint Design Review April 10, 2003 Art Brooks.
A View of NCSX Structural System and Load Path for the Base Support Structure.
Electricity & Magnetism Static, Currents, Circuits Magnetic Fields & Electro Magnets Motors & Generators.
NCSX NCSX TF Coil Conductor FDR 5/17/05 1 Michael Kalish NCSX TF Conductor.
REQUIREMENTS & ASSUMPTIONS C Neumeyer 4/10/3. FIELD AND CURRENT Base GRD requirement: 3kG at R 0 =0.854m with 4.5 sec flat top, once every 300s
Analysis of TF Load Paths and Vacuum Vessel Loading H. M. Fan Jan. 22, 2009.
NSTX Supported by NSTX Centerstack Upgrade Project Meeting P. Titus March F.
A PROPOSED TF JOINT DESIGN FOR THE NSTX CENTERSTACK UPGRADE Robert D Woolley 25 February 2009.
Engineering Operations Outage Schedule The vessel & beamline are under vacuum. 1st Bake-out complete. Air leaks found and fixed. The OH coil will be installed.
Preliminary Analysis of TF Joint Behavior* C Neumeyer NSTX Team Meeting 2/12/4 *Summary from 1/29/4 Presentation.
Electricity & Magnetism Static, Currents, Circuits Magnetic Fields & Electro Magnets Motors & Generators.
Thermal screen of the cryostat Presented by Evgeny Koshurnikov, GSI, Darmstadt September 8, 2015 Joint Institute for Nuclear Research (Dubna)
Review of Modular Coil Winding Pack Configuration David Williamson March 19, 2004.
2K Cold Box Structural Analysis
Electricity & Magnetism
The Quench Detection-Wire-Feedthrough Plug-In of W7-X
Electricity & Magnetism
Electricity & Magnetism
Electricity & Magnetism
Electricity & Magnetism
Presentation transcript:

NSTX TF Flag Joint Design Review OVERVIEW C Neumeyer 8/7/3

Topics Requirements Forces Temperatures and Thermal Effects Contact Resistance Load Paths Description of New Design

FIELD AND CURRENT Base GRD requirement: 3kG at R 0 =0.854m with 4.5 sec flat top, once every 300s Amp with 36 turn coil High field GRD requirement: 6kG at R 0 =0.854m with 0.6 sec flat top, once every 300s Amp with 36 turn coil

CURRENT WAVEFORMS Engineering design accounts for PS response, inc’l L/R decay in case of fault from I max ∫I 2 T = 6.0 x 10 9 A 2 -s for 3kG-4.5s ∫I 2 T = 6.15 x 10 9 A 2 -s for 6kG-0.6s Design basis ∫I 2 T = 6.5 x 10 9 A 2 -s which causes adiabatic  T of 80 o C in Cu 6kG pulse is most critical for joint since forces are maximum and time for heat diffusion is minimum

VOLTAGES TF PS is 1kV DC no-load – volts DC avg –750*sqrt(2)=1060 volts peak High resistance grounded, V line-ground =500V nominal, 1kV max CHI can elevate hub assembly and OH tension tube to 1kV Max design voltages: –turn-to-turn = 1000/36 ~ 30V for adjacent conductors, 1kV max –turn-to-ground (hub and OH tension tube) = 2kV –base hipot = 2E+1= 5kV –routine hipot ~ 3kV

IN-PLANE FORCES ComponentForce (lbf) Moment (in-lbf) Inner Tier Flag/Link Outer Tier Flag/Link Total All Turns Note: B t =6kG

OUT-OF-PLANE FORCES ComponentForce (lbf) Moment (in-lbf) Inner Tier Flag/Link Outer Tier Flag/Link Total All Turns e6 Inner Legs below Flags4.90e5 Notes: 1)B t =6kG, OH and all PF at maximum current 2)OH contribution is bi-directional

TEMPERATURES Inner Leg - T SOFT = 29 o C - T EOFT = 66 o C - T EOP = 95 o C (worst case) Wet lay-up & collar - negligible  T

THERMAL EFFECTS Vertical length of inner leg bundle from bottom to top increases by approximately 0.35” during a pulse Vertical length of inner leg from torque collar to top of bundle increases due to inner leg temperature rise, whereas flag and hub remain relatively cool Radius of inner leg bundle increases bundle increases by approximately 0.006” during a pulse Flag heats modestly during a pulse (  T ~ 5 o C) but can ratchet to  T ≤25 o C at rated duty cycle, corresponding to an increase of 0.005” in length

CONTACT PRESSURE & RESISTANCE

LOAD PATHS 1)Friction 2)Shear Shoe 3)Torque Collar 4)Hub/Spline/VV

KEY DESIGN FEATURES Flag Flag bolt (stud) Shear Shoe Flag Box Box Bolt (stud)Collar Hub Disk Probe Tail

TORQUE COLLAR

VOLTAGE PROBES IDI Coax Probe terminated in SMB connector -commercial spring loaded probe used in semiconductor test industry

DESIGN HIGHLIGHTS Solid flags insulated with two half-lapped layers of Kapton, glass wrapped and potted in 304SS boxes Boxes bolted to the hub disks using 5/8” hardware Flags attached via 3/8” Inconel bolts (studs) preloaded to 5000lbf Belleville washers provide redundancy to necked-down flag bolts Shear shoe located on outer edge of flags is bolted to ends of inner leg conductor using A286 SS bolts, one vertical and one angled for the moment reaction Three segment torque collar w/two 1/2” dia. bolts and 6000 lbf belleville washers at each joint with 0.180” thick wet lay-up (Hysol E-120HP), 1ksi minimum compression Collar transmits torque to hub structure at 3 anchor points Redundant voltage probes are located on each side of the flag