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CLRC 1 FDR 10/01 Jason Tarrant SCT EC Support Structure Support Structure

SCT EC Support Structure

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SCT EC Support Structure. Support Structure. SCT EC Support Structure. Cylinder, Wings & In-Fill Panels. SCT EC Support Structure. Requirements Strength to Support 9 Wheels, Services & Thermal Enclosure. Maintain Module Positions in Long & Short Term (Defined in ATL-IS-ER-0027) - PowerPoint PPT Presentation

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Page 1: SCT EC Support Structure

CLRC 1FDR 10/01Jason Tarrant

SCT EC Support Structure

Support Structure

Page 2: SCT EC Support Structure

CLRC 2FDR 10/01Jason Tarrant

SCT EC Support Structure Cylinder, Wings & In-Fill Panels

Page 3: SCT EC Support Structure

CLRC 3FDR 10/01Jason Tarrant

SCT EC Support Structure

Requirements» Strength to Support 9 Wheels, Services &

Thermal Enclosure.» Maintain Module Positions in Long & Short

Term (Defined in ATL-IS-ER-0027)

» Low Mass & Radiation Length Construction» Maintain External Dimensions that Remain

Within Defined Envelope (0-TB-0049-177-01)

» Radiation Tolerance to 0.24MGy

Page 4: SCT EC Support Structure

CLRC 4FDR 10/01Jason Tarrant

R59

9 R

MIN

. OU

TE

R T

HE

RM

AL

EN

C.

R58

2 R

MA

X. S

UP

PO

RT

CY

LIN

DE

R

R57

2 R

MIN

. SU

PP

OR

T C

YLI

ND

ER

R61

0 R

MA

X. O

UT

ER

TH

ER

MA

L E

NC

.

2797 Z MAX. FRONT WING2767 Z MIN. REAR WING

822 Z MAX. FRONT WING810 Z MIN. FRONT WING

SCT EC Support Structure

Envelope

Figures reproduced from:0-TB-0049-177-01

Page 5: SCT EC Support Structure

CLRC 5FDR 10/01Jason Tarrant

Ø1

164,

95 L

AR

GE

ST

OD

810,87 LOWEST Z TO START OF HEATERS(810.44 WITHOUT CME)

812,87 WING TIP LOW Z

821,87 WING TIP HIGH Z

821,51 Z AT CORNER OF CYLINDER

582

,47

TO

CO

RN

ER

OF

CY

LIN

DE

R

2767 CYLINDER DATUM PLANE

2766,5 WING TIP LOW Z (NO SERVICES HERE)

2794 WING TIP HIGH Z

2796,2 HIGHEST Z TO END OF HEATERS

583

,23

TO

CE

NT

RE

OF

CY

LIN

DE

R

821,65 INSIDE WING FACE (BOW IN)

821,37 INSIDE WING FACE (BOW OUT)

1945,49 'LONG' CYLINDER

SCT EC Support Structure

Actual Sizes

Page 6: SCT EC Support Structure

CLRC 6FDR 10/01Jason Tarrant

SCT EC Support Structure Manufacturing & Assembly Tolerances

» Deviation of final component size from nominal (within tolerance)

» Accuracy of alignment when assembling components

» Deformation of components during assembly (mainly Wheels & Services)

» Accuracy of integration with TRT» Accuracy of Squirrel Cage Mount Rails w.r.t.

nominal beamline

Page 7: SCT EC Support Structure

CLRC 7FDR 10/01Jason Tarrant

SCT EC Support Structure

Adjustments to Reduce Effects of M&A» Wheel (& attached modules) Aligned With Disc

Fixings– Sag in Cylinder– Averaging Out Locations of Module Rings– Averaging Out Component Assembly Misalignment

» Wing Couplings (Shimmed & Slotted)– Adjust Relative to Squirrel Cage & Cryostat– Averaging Out Component Assembly Misalignment

Page 8: SCT EC Support Structure

CLRC 8FDR 10/01Jason Tarrant

X,Y,Z

Y,Z

X,Y

Y

X

Z

Y (in & out of screen)

Z = 0

SCT EC Support Structure

x,y,z Coupling

Page 9: SCT EC Support Structure

CLRC 9FDR 10/01Jason Tarrant

Acclimatisation & Run-In» Thermal Contractions upon cool-down» Effects of moisture desorption in dry atmosphere

In Service Deformation» Local excitation where structures position affected» Variation in ambient temperature and effect on structural

size» Long term creep effects» ‘One-off’ excitations where structural position affected

SCT EC Support Structure

Page 10: SCT EC Support Structure

CLRC 10FDR 10/01Jason Tarrant

SCT EC Support Structure Short Term Stability

» From ATL-IS-ER-0027, required stability in 1 day;– z = 200m– r = 50m– r- = 50m

» Short term instability from, Excitation/CTE (CME after acclimatisation << 10m in any direction / day)

» Calculated– z = 52m @ W1 (worst case)– r = 9m (x), < 3m (y) (not incl. external input)

– r- = 10m (x + 10%), no twist, (not incl. external input)

Page 11: SCT EC Support Structure

CLRC 11FDR 10/01Jason Tarrant

SCT EC Support Structure

Low Mass & Radiation Length» Design optimisation through FEA to ensure

minimal use of material» Use of high stiffness to weight composite

structures & materials

Page 12: SCT EC Support Structure

CLRC 12FDR 10/01Jason Tarrant

SCT EC Support Structure

Radiation Resistance» Materials Verified;

– XN-50A/RS-3 5x107 Gy TD (CERN TIS 98-01, 18/5/98, Compilation of Radiation Damage Test Data, Tavlet M et al.)

– RS-3 unfilled slight effect up to 107 Gy, RS-4A similar composition so no expected problems (same ref. as above)

– Nomex 107 Gy TD, very similar to Korex so no expected problems (CERN TIS 82-10, 4/11/82, Compilation of Radiation Damage Test Data,Beynel P et al.)

– Metallics, no expected problems.

Page 13: SCT EC Support Structure

CLRC 13FDR 10/01Jason Tarrant

SCT EC Support Structure

Support Cylinder

Page 14: SCT EC Support Structure

CLRC 14FDR 10/01Jason Tarrant

SCT EC Support Structure

Support Cylinder Continued…» Typical sandwich cross section

Page 15: SCT EC Support Structure

CLRC 15FDR 10/01Jason Tarrant

SCT EC Support Structure

Rear Wing

Page 16: SCT EC Support Structure

CLRC 16FDR 10/01Jason Tarrant

SCT EC Support Structure

Rear Wing Continued…» Typical sandwich cross section

Page 17: SCT EC Support Structure

CLRC 17FDR 10/01Jason Tarrant

SCT EC Support Structure

Front Wing

Page 18: SCT EC Support Structure

CLRC 18FDR 10/01Jason Tarrant

SCT EC Support Structure

Front Wing Continued» Typical Cross Section

Page 19: SCT EC Support Structure

CLRC 19FDR 10/01Jason Tarrant

SCT EC Support Structure In-Fill Panels

Page 20: SCT EC Support Structure

CLRC 20FDR 10/01Jason Tarrant

SCT EC Support Structure

Conclusion» Support Structure size adjusted from envelope size

to account for likely deformations» Manufacture & assembly tolerances adjusted out

via disc fixings wing couples, acclimatisation adjustments possible too

» Support Structure materials chosen for structural ‘ability’, environmental stability and radiation length characteristics

Page 21: SCT EC Support Structure

CLRC 21FDR 10/01Jason Tarrant

SCT EC Support Structure

Conclusion Continued…» Overall component shapes defined by;

– Envelopes– Structural requirements (through analysis & prototyping)– Interactions with components and with assembly /

integration procedures.

» Based on components shapes that have been successfully prototyped (prototype Barrel Cylinder & prototype Rear Wing).

Page 22: SCT EC Support Structure

CLRC 22FDR 10/01Jason Tarrant

SCT EC Support Structure

Cradled ECConcept

Page 23: SCT EC Support Structure

CLRC 23FDR 10/01Jason Tarrant

EC Mass & Radiation Length

Part Mass (kg)Rad Length (%)

Front wing & In-Fills 5.77 1.43Membrane 0.93 0.21Rear wing 11.16 2.56Support cylinder 13.72 0.58Inner thermal enclosure 11.18 1.59Outer Thermal Enclosure 24.47 1.25Thermal end cap rear 0.85 0.49Cooling pipe links 4.24 0.25Power tapes links- All 14.79 0.38Optic fibres links 1.46 0.04Al Foils 6.48 0.37Disk Fixation Devices 0.86 0.09Services Management Hardware 1.07 0.03Outer Thermal Enclosure Brackets 1.07 0.03Cooling Fluids 3.62 0.14Services Thermal Feed Through 5.68 1.34Total 107.35

Part Mass (kg)Rad Length (%)

Patch Panels (All) / disk 1.79 2.29Total (assumes all full disk, will be smaller in reality) 16.10

Discs 2,3,4,5,6 = 5.7 KgDiscs 1,7,8 = 4.5 KgDisc 9 = 2.9 KgPatch panels = 16.1 kgRest of the End-cap = 107.4kgThe total mass =

168.4 kg per End-cap