felix dietrich | lcws 2014 | 07.10.2014| target stress analysis at desy felix dietrich (th-wildau),...
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Felix Dietrich | LCWS 2014 | 07.10.2014|
Target stress Analysis at DESY
Felix Dietrich (TH-Wildau), James Howarth, Sabine Riemann (DESY), Friedrich Staufenbiel (DESY), Andry Ushakov (DESY)
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 2
outline
> alternative source
> the models
> implementation in ANSYS
> temperature calculation
> time structure 1 – fine resolution
> time structure 2 – optimal resolution
> result comparison of both time structures
comparison of both models
short time – normal stress in x-direction
short time – normal stress in z-direction
long time – normal stress
SLC vs. Convetional Source
Preliminary results – surface movement
Velocity (preliminary)
Deformation (preliminary)
> conclusion
> outlook
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 3
‘conventional’ ILC positron source
> suggestion of T. Omori et al. NIMA672 (2012) 52
> uses beam E=6 GeV
> Target: tungsten t=
> 300 Hz-scheme stretches ILC bunch train (~1ms) up to 63ms
less heat load
rotation is still needed v=5
> ILC time structure at extraction of from damping ring
> average energy deposition in target: 35 kW
> Benchmark for max. load: SLC Target
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 4
the target models
> model 1– full target
Fe – ring (ra=135mm)
Ag – ring (ra=130mm)
W-26% – core (ra=120mm)
distance to center of the beam= 10,75 cm
> model 2– beam spot only W-26%
radius of the model r = 2,2cm
beam radius rb= 0,8 cm
> parameter for the models particle shower has been calculated in FLUKA
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 5
implementation in ANSYS
> Mesh of the FEM is linked to time structure
is given = speed of sound = 5174
model 1 : 22124 elements
model 2 : 9419 elements
cubic elements
> time structure of the FEM linear rise of the temperature during one mini train less computing time
> calculation & results model 1 – full target : long time analysis, no sufficient resolution in the beam spot
model 2 – beam spot only : short time analysis, but detail simulation of the beam zone
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 6
temperature distribution
> FLUKA output describes the energy deposition and is used to calculate the temperature distribution
> good mesh regular and correct temperature rise
Model 1 (full target) Model 2 (beam spot)
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 7
time structure – optimal resolution
> temperature rises per Mini - Train by 61,6 K → Tmax=206 °C
> temperature rise for the first triplet (3 Mini-Trains) :
0,0 0,2 0,4 0,6 0,8 1,0 1,2
50
100
150
200
tem
pera
ture
[°C
]
time[µs]
max. Temperatur
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 8
result – short time – comparison of the models
> von Mises stress for model 1 (full target) & model 2 (beam spot only)
> both graphs seem to agree well
> model 2 (beam spot only) can be used only for short time analysis; model 1 (full target) has to be used for long-term studies
0,0 0,5 1,0 1,5 2,0 2,5 3,00
50
100
150
200
250
300
350
400
Str
ess[
MP
a]
time[µs]
Stress max (von Mises)
Stress z=1,4cm Stress z=1,375cm Stress z=1,35cm Stress z=1,325cm Stress z=1,3cm Stress z=1,25cm Stress z=1,2cm Stress z=1,15cm Stress z=1,1cm Stress z=1,05cm Stress z=0,9cm
1. Mini-Train2. Mini-Train
3. Mini-Train
0,0 0,5 1,0 1,5 2,0 2,5 3,00
50
100
150
200
250
300
350
400
Str
ess[
MP
a]
time[µs]
Stress max (von Mises)
Stress z=1,4cm Stress z=1,375cm Stress z=1,35cm Stress z=1,325cm Stress z=1,3cm Stress z=1,25cm Stress z=1,2cm Stress z=1,15cm Stress z=1,1cm Stress z=1,05cm Stress z=0,9cm
1. Mini-Train2. Mini-Train
3. Mini-Train
> model 1 (full target) > model 2 (beam spot only)
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 9
result – short time – normal stress in x-direction
> short time analysis for both models → equivalent results
> stress is given at the center of the beam at different z-positions
> maximum stress : 438 MPa at the end of the last Mini-Train
> maximum stress not at the surface, at z=1,2 cm
> load changes of 549 MPa
0,0 0,5 1,0 1,5 2,0 2,5 3,0-450
-400
-350
-300
-250
-200
-150
-100
-50
0
50
100
150
200
Str
ess[
MP
a]
time[µs]
Px z=1,4cm Px z=1,3cm Px z=1,2cm Px z=1,1cm Px z=1,0cm Px z=0,9cm Px z=0,8cm Px z=0,7cm Px z=0,6cm Px z=0,5cm Px z=0,4cm Px z=0,3cm Px z=0,2cm Px z=0,1cm Px z=0,0cm
1. Mini-Train2. Mini-Train
3. Mini-Train
0,0 0,5 1,0 1,5 2,0 2,5 3,0-450
-400
-350
-300
-250
-200
-150
-100
-50
0
50
100
150
200
Str
ess[
MP
a]
time[µs]
Px z=1,4cm Px z=1,3cm Px z=1,2cm Px z=1,1cm Px z=1,0cm Px z=0,9cm Px z=0,8cm Px z=0,7cm Px z=0,6cm Px z=0,5cm Px z=0,4cm Px z=0,3cm Px z=0,2cm Px z=0,1cm Px z=0,0cm
2. Mini- Train1. Mini- Train 3rd Mini- Train
> model 1 (full target) > model 2 (beam spot only)
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 10
result – short time – normal stress in z-direction
> short time analysis for both models → equivalent results
> stress is given at the center of the beam at different z-positions
> maximum stress 408 MPa during the last Mini-Train
> maximum stress not at the surface, at z=0,9 cm
> maximum load change : 644 MPa
0,0 0,5 1,0 1,5 2,0 2,5 3,0-450-400-350-300-250-200-150-100-50
050
100150200250300350400
Str
ess[
MP
a]
Zeit[µs]
Pz z=1,4cm Pz z=1,3cm Pz z=1,2cm Pz z=1,1cm Pz z=1,0cm Pz z=0,9cm Pz z=0,8cm Pz z=0,7cm Pz z=0,6cm Pz z=0,5cm Pz z=0,4cm Pz z=0,3cm Pz z=0,2cm Pz z=0,1cm Pz z=0,0cm
1. Mini-Train2. Mini-Train
3. Mini-Train
0,0 0,5 1,0 1,5 2,0 2,5 3,0-450-400-350-300-250-200-150-100-50
050
100150200250300350
2. Mini-Train1. Mini-Train
Str
ess[
MP
a]
Zeit[µs]
Pz z=1,4cm Pz z=1,3cm Pz z=1,2cm Pz z=1,1cm Pz z=1,0cm Pz z=0,9cm Pz z=0,8cm Pz z=0,7cm Pz z=0,6cm Pz z=0,5cm Pz z=0,4cm Pz z=0,3cm Pz z=0,2cm Pz z=0,1cm Pz z=0,0cm
3. Mini-Train
> model 1 (full target) > model 2 (beam spot only)
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 11
result – long time – normal stress at z-axis
> x-direction > z-direction
> only model 1 (full target) is suitable
> small amplitude in x-direction→ but high static stress
> Stress amplitudes in z-direction depend strongly on z-positions
> Basic frequency in z-direction: 4,5 µs (corresponds to doubled target thickness
22 24 26 28 30-200
-150
-100
-50
0
50
Str
ess[
MP
a]
time[µs]
Pz z=1,4cm Pz z=1,3cm Pz z=1,2cm Pz z=1,1cm Pz z=1,0cm Pz z=0,9cm Pz z=0,8cm Pz z=0,7cm Pz z=0,6cm Pz z=0,5cm Pz z=0,4cm Pz z=0,3cm Pz z=0,2cm Pz z=0,1cm Pz z=0,0cm
22 24 26 28 30-450
-400
-350
-300
-250
-200
-150
-100
-50
0
50
100
150
200
Str
ess[
MP
a]
time[µs]
Px z=1,4cm Px z=1,3cm Px z=1,2cm Px z=1,1cm Px z=1,0cm Px z=0,9cm Px z=0,8cm Px z=0,7cm Px z=0,6cm Px z=0,5cm Px z=0,4cm Px z=0,3cm Px z=0,2cm Px z=0,1cm Px z=0,0cm ~4,5µs
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 12
y
Preliminary results – surface movement
> evaluate displacement and velocity at the exit side
> data is collected at a line through the center of the beam spot up to +/-16 mm away from the beam spot center
y
t=0 t>0
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 13
Result – velocity (preliminary)
> shows velocity at the exit side at the center and +/-16 mm from the center with a stepping of 1mm
> max. elongation while heating
> highest speed obtained in z – direction in the center
> lowest speed obtained in x – direction in the center
x-direction z-direction
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 14
Result – Deformation (preliminary)
x-direction z-direction
> shows deformation at the exit side at the center and +/-16 mm from the center with a stepping of 1mm
> max. elongation while heating
> highest deformation obtained in z – direction in the center; ~6.5 mm
> highest deformation obtained in x – direction at 8mm; ~3 mm
> Deformation amplitudes ~few mm
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 15
Stress at the SLC target
> SLC-Target stress analysis re-done by J. Howarth Oscillations probably due to non-optimal time steps; will be reconsidered
> At t ≈ 0: Max normal stress ≈1GPa, but von Mises stress is zero
J. Howarth
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 16
Stress at the SLC target
> Normal stress load cycle values of ~1000MPa (Howarth et al.) compared to von Mises stress load cycles of 550MPa (W. Stein)
> J. Howarth could reproduce the result of W. Stein et al. using larger time steps and mesh size
> Dynamic peak stress values in SLC target probably higher than in 300Hz target
J. HowarthSLC-PUB-9437, Stein et al.; Dsmax,vM ≈ 550MPa
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 17
SLC vs. 300Hz conventional Source
> SLC-Target stress analysis done by J. Howard Oscillations probably due to non-optimal time steps; will be reconsidered
> SLC: one bunch/train, DT ~ 200K within few tens ps 300Hz scheme: energy deposition per mini-train DT ~ 200K within 1ms
> SLC target stress shows probably substantially higher peak values than stress in the 300Hz target
> Further studies needed
0,00 0,05 0,10 0,15 0,20 0,25 0,30
-1000
-750
-500
-250
0
250
500
750
1000
W25Re SLAC Target1 Bunch, T=240K
von-Mises Stress Original Normal Z Original Normal X Original von-Mises Stress Fine Normal Z Fine Normal X Fine
Beam
spot E
xit S
urface
Stress
[MP
a]
time [µs]
0,0 0,5 1,0 1,5 2,0 2,5 3,0-450-400-350-300-250-200-150-100-50
050
100150200250300350400
Str
ess[
MP
a]
Zeit[µs]
Pz z=1,4cm Pz z=1,3cm Pz z=1,2cm Pz z=1,1cm Pz z=1,0cm Pz z=0,9cm Pz z=0,8cm Pz z=0,7cm Pz z=0,6cm Pz z=0,5cm Pz z=0,4cm Pz z=0,3cm Pz z=0,2cm Pz z=0,1cm Pz z=0,0cm
1. Mini-Train2. Mini-Train
3. Mini-Train
-- normal stress x,y-- normal stress z
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 18
conclusions
> 300Hz target: maximum Mises stress : 392 MPa Von Mises stress is always positive not suitable for load change evaluation
> 300Hz target: maximum normal stress in z direction 437MPa, maximum is about 3mm - 4mm beneath the surface
> max load change in z direction is 643MPa; higher than the limit of 589 MPa → early material dysfunction possible
> 300Hz target: deformation and speed of deformation (preliminary): z-direction = highest speed/deformation in the center
x-direction = highest speed/deformation at 8 mm from the center
max displacement values are below 10mm
> Dynamic stress in SLC target probably higher than in 300Hz target due to the energy deposition in much shorter time (studies will be continued)
> Considering the target stress, the 300 Hz-scheme should work
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 19
outlook
> simulation for a longer period: more triplets
with target rotation
Detailed comparison with stress in SLC target
> degradation of the target material new stress simulation with modified material parameters
Update/confirmation of target parameters
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 20
thank you for your attention
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 21
Back up
> Zeitliche Grenzen des model 2
> r → Radius
cs → Schallgeschwindigkeit
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 22
time structure 1 – fine resolution
> temperature rise per bunch by 1,4 K → Tmax=206 °C
> temperature rise for the first Triplet:
0,0 0,2 0,4 0,6 0,8 1,0 1,2
50
100
150
200
tem
pera
ture
[°C
]
time[µs]
max. Temperatur
Slide weglassen – ggf ins backup
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 23
results – short time– comparison of the time structures
> Von Mises stress of model 2 (beam spot only) with time structure1 (fine resolution) & time structure 2 (optimal resolution)
> both graphs are equally sufficient → time structure 2 (optimal resolution) can be used instead of time structure 1 (fine resolution) → less computing time
0,0 0,5 1,0 1,5 2,0 2,5 3,00
50
100
150
200
250
300
350
400
Str
ess[
MP
a]
time[µs]
Stress max (von Mises)
Stress z=1,4cm Stress z=1,375cm Stress z=1,35cm Stress z=1,325cm Stress z=1,3cm Stress z=1,25cm Stress z=1,2cm Stress z=1,15cm Stress z=1,1cm Stress z=1,05cm Stress z=0,9cm
1. Mini-Train2. Mini-Train
3. Mini-Train
0,0 0,5 1,0 1,5 2,0 2,5 3,00
50
100
150
200
250
300
350
400
Str
ess[
MP
a]
time[µs]
Stress max (von Mises)
Stress z=1,4cm Stress z=1,375cm Stress z=1,35cm Stress z=1,325cm Stress z=1,3cm Stress z=1,25cm Stress z=1,2cm Stress z=1,15cm Stress z=1,1cm Stress z=1,05cm Stress z=0,9cm
1. Mini-Train2. Mini-Train
3. Mini-Train
> time structure 1 (fine resolution) > time structure 2 (optimal resolution)
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 24
Addition
0,0 0,2 0,4 0,6 0,8 1,00
100
200
300
400 stress(z=0,014m) stress(z=0,0135m) stress(z=0,013m) stress(z=0,0125m) stress(z=0,012m) stress(z=0,0115m) stress(z=0,011m)
stre
ss [M
Pa]
time [µs]
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 25
Addition
> 0,3
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 26
Addition
0,0 0,5 1,0 1,5 2,0 2,5 3,00
50
100
150
200
250
300
350
400
450
stre
ss[M
Pa]
time[µs]
stress_max longtime stress_max shorttime
Felix Dietrich | LCWS 2014 | 07.10.2014 | page 27
time structure 1 – fine resolution
> temperature rise per bunch by 1,4 K → Tmax=206 °C
> temperature rise for the first Triplet:
0,0 0,2 0,4 0,6 0,8 1,0 1,2
50
100
150
200
tem
pera
ture
[°C
]
time[µs]
max. Temperatur
Slide weglassen – ggf ins backup