Felix Dietrich | LCWS 2014 | 07.10.2014| Target stress Analysis at DESY Felix Dietrich (TH-Wildau), James Howarth, Sabine Riemann (DESY), Friedrich Staufenbiel.

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Presentation transcript:

Felix Dietrich | LCWS 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 | | 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 | | page 3 ‘conventional’ ILC positron source

Felix Dietrich | LCWS 2014 | | page 4 the target models

Felix Dietrich | LCWS 2014 | | page 5 implementation in ANSYS

Felix Dietrich | LCWS 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 | | page 7 time structure – optimal resolution > temperature rises per Mini - Train by 61,6 K → T max =206 °C > temperature rise for the first triplet (3 Mini-Trains) :

Felix Dietrich | LCWS 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 > model 1 (full target) > model 2 (beam spot only)

Felix Dietrich | LCWS 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 > model 1 (full target) > model 2 (beam spot only)

Felix Dietrich | LCWS 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 > model 1 (full target) > model 2 (beam spot only)

Felix Dietrich | LCWS 2014 | | page 11 result – long time – normal stress at z-axis > x-direction > z-direction ~4,5µs

Felix Dietrich | LCWS 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 | | 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 | | 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  m > highest deformation obtained in x – direction at 8mm; ~3  m > Deformation amplitudes ~few  m

Felix Dietrich | LCWS 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 | | 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. Howarth SLC-PUB-9437, Stein et al.;  max,vM ≈ 550MPa

Felix Dietrich | LCWS 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,  T ~ 200K within few tens ps 300Hz scheme: energy deposition per mini-train   T ~ 200K within 1  s > SLC target stress shows probably substantially higher peak values than stress in the 300Hz target > Further studies needed -- normal stress x,y -- normal stress z

Felix Dietrich | LCWS 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 10  m > 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 | | 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 | | page 20 thank you for your attention

Felix Dietrich | LCWS 2014 | | page 21 Back up

Felix Dietrich | LCWS 2014 | | page 22 time structure 1 – fine resolution > temperature rise per bunch by 1,4 K → T max =206 °C > temperature rise for the first Triplet: Slide weglassen – ggf ins backup

Felix Dietrich | LCWS 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 > time structure 1 (fine resolution) > time structure 2 (optimal resolution)

Felix Dietrich | LCWS 2014 | | page 24 Addition

Felix Dietrich | LCWS 2014 | | page 25 Addition > 0,3

Felix Dietrich | LCWS 2014 | | page 26 Addition

Felix Dietrich | LCWS 2014 | | page 27 time structure 1 – fine resolution > temperature rise per bunch by 1,4 K → T max =206 °C > temperature rise for the first Triplet: Slide weglassen – ggf ins backup