MERLIN BEAMLINE RIXS refocusing mirror system D. Yegian 12-19-08.

Slides:



Advertisements
Similar presentations
P4 Shutter Review May, 2005 P4 – ID Movable Beam Stop and Integral Shutters Presented by K. Beyer and T. Lutes.
Advertisements

Reinforced Concrete Design-8
Mechanical Engineering Design Review BL ARPES Endstation Derek Yegian, Jonathan Denlinger, Keith Franck 4/18/2008.
Chapter 3 – Stress and Deformation Analysis (ref MCHT 213!!)
Sample Problem 4.2 SOLUTION:
Bending Moments A bending moment exists in a structural element when an external force is applied to the element so that the element bends (or wishes to.
Rosier Ph. – IPNO – Detector Dpt. – 27/05/2011APRIME HPS collaboration meeting 1/24 1- Vacuum chamber proposal 1.1- Stainless steel chamber design and.
Project #3: Design of a MEMS Vertical Actuator Jianwei Heng Alvin Tai ME128 Spring 2005.
Vacuum Vessel Production Readiness Review
STRUCTURAL MECHANICS: CE203
Team Flying Sheep Engineering Analysis Mark Berkobin John Nevin John Nott Christian Yaeger Michelle Rivero.
MAE 314 – Solid Mechanics Yun Jing
Slide HALLD TAGGER MAGNET STRUCTURAL ANALYSIS Presented by William Crahen 6/10/09 Pole Plate analysis Vacuum chamber analysis Vacuum chamber tie rods and.
MICE Collaboration Meeting at Frascati, Jun 26~29, 2005 Iron Shield Mounting Design Stephanie Yang.
MTF SLIT COMPONENTS Adjusting Blocks and Mounting Plate Steel Blocks
CM 197 Mechanics of Materials Chap 14: Stresses in Beams
Tagger and Vacuum Chamber Design. Outline. Design considerations. Stresses and deformations. Mechanical assembly.
-1- ICST/HIT The 23 rd MICE Collaboration Meeting Jan.13 to 17, Harbin/China MICE/MuCool Coupling Magnets Vacuum Vessel Design Guo, Xinglong.
Home Work #4 Due Date: 18 Mar, 2010 (Turn in your assignment at the mail box of S581 outside the ME general office) The solutions must be written on A4.
Team K-TRON Team Members: Ryan Vroom Geoff Cunningham Trevor McClenathan Brendan Tighe.
Stability of Mechanical Systems S. Sharma and V. Ravindranath.
Home Work #7 Due Date:29 April, 2010 (Turn in your assignment at the mail box of S581 outside the ME general office) The solutions must be written on single-side.
Beams Beams: Comparison with trusses, plates t
1 RF-Structures Mock-Up FEA Assembly Tooling V. Soldatov, F. Rossi, R. Raatikainen
Active Seismic Isolation Systems for Enhanced and Advanced LIGO Jeffrey S. Kissel 1 for the LSC 1 Louisiana State University The mechanical system for.
ZQNA Electrostatic Quadrupoles for ELENA Transfer Lines 1.Conceptual design 2.Performance 3.Engineering details 4.Interfaces 5.Production planning D. Barna,
MECHANICS OF MATERIALS 7th Edition
Allan DeMello Lawrence Berkeley National Lab RFCC Module Design Review October 21, 2008 RFCC Module and Subcomponents Mechanical Design.
1 Design and drawing of RC Structures CV61 Dr. G.S.Suresh Civil Engineering Department The National Institute of Engineering Mysore Mob:
BSE 2294 Animal Structures and Environment
SAM PDR1 SAM LGS Mechanical Design A. Montane, A. Tokovinin, H. Ochoa SAM LGS Preliminary Design Review September 2007, La Serena.
Joint Institute for Nuclear Research Further optimization of the solenoid design A.Efremov, E.Koshurnikov, Yu.Lobanov, A.Makarov, A.Vodopianov GSI, Darmstadt,
Mechanics of Materials – MAE 243 (Section 002) Spring 2008
FOOTINGS. FOOTINGS Introduction Footings are structural elements that transmit column or wall loads to the underlying soil below the structure. Footings.
MARS 2 Design Review-Optomechanical Review 07 Nov 2002 GLW1 MARS 2 Mechanical Design Review.
IMPACT Phase II – 9/13/00 Activity Report Slide 1/20 University of Louisville IMPACT Architecture Team Glen Prater, Jr., Associate Professor Ellen G. Brehob,
Analyses of Bolted Joint for Shear Load with Stainless Steel Bushing and Frictionless Shim-Flange Interface Two cases of shim plates were investigated.
LAT-TD GLAST LAT Project 1x4 Grid Lift Fixture Weld Analysis September 19, 2003 Youssef Ismail.
Redesign of the STOL CH 701 Landing Gear Strut
SAXS/WAXS Conversion for Beamline Engineering Review.
MERLIN RIXS Endstation Design Review
Engineering Division 1 M321/M331 Mirror Switchyard Design Review Tom Miller
Status of Activities at CERN
Design Review RSXS - EndStation Review on Vacuum Chamber Stand and Supports Location Beamline Roll-up Endstation.
Cavity support scheme options Thomas Jones 1. Introduction Both cavities will be supported by the fundamental power coupler and a number of blade flexures.
Structural Curriculum for Construction Management and Architecture Students 1 Prepared by: Ajay Shanker, Ph.D., P.E. Associate Professor Rinker School.
6- Calculation of shear stress at composite interface: A)Under service load: Strain and stress distributions across composite beam cross- section, under.
Mount structure concept FM1 & FM2 Mount structure design 1) Aluminum structure. 2) Structure design for holding Newport mirror mount because of its compact.
56 MHz SRF Cavity and Helium vessel Design
Shear Test Assembly update
1 MC Assembly over the VV FPA Station 3 FDR Review July 13, 2007 T. Brown.
Calibration and production of PRAXIAL (*) sensors for the ATLAS muon spectrometer Optical Metrology - SPIE Optical Measurement Systems for Industrial Inspection.
Reinforcement Information - Code
Exit slit toroid, with horizontal steering servo-loop to slits monochromator, with mirror and grating scanning Beamline Mono residual steering effects.
Team INASAD Members: Jose Medina Joseph Leone Andrew Merk Alex Sanders Michael Fox.
Design Concepts of the Mu2e Electrostatic Septa - Large Scale Prototype David Tinsley Mu2e Resonant Extraction Technical Review August 25, 2015.
Overview of Loads ON and IN Structures / Machines.
Telescope - Mechanical
Solenoid Yoke Door-Barrel Connection
Sample Problem 4.2 SOLUTION:
Mechanics of Micro Structures
Poisson’s Ratio For a slender bar subjected to axial loading:
Repairing the MSE Mirrors
Pure Bending.
Sphere Option for Helical spring CF16 Bellows Adjustment bolts (horizontal plane) CF38.
By Arsalan Jamialahmadi
Poisson’s Ratio For a slender bar subjected to axial loading:
Ch. 2: Fundamental of Structure
Sample Problem 4.2 SOLUTION:
Poisson’s Ratio For a slender bar subjected to axial loading:
Presentation transcript:

MERLIN BEAMLINE RIXS refocusing mirror system D. Yegian

4-0-3 RIXS KB mirror review210/16/2015 The MERLIN beamline 4-0-3

4-0-3 RIXS KB mirror review310/16/2015 The endstations area Mirrors to be reviewed

4-0-3 RIXS KB mirror review410/16/2015 The mirror system View from an outboard upstream position View from an inboard downstream position Beam

4-0-3 RIXS KB mirror review510/16/2015 The mirrors on the mounting plate M323 Silicon Flat (Ellipse) Spec , Dwg. 26F168 Vertical deflection 6 degree M322 Silicon Spherical (R=38.1M) Spec , Dwg. 26F239 Horizontal deflection 6 degree Beam

4-0-3 RIXS KB mirror review610/16/2015 The stand The 4 posts are ASTM A500B rectangular tubing 6” x 8” x.25” Cross members are 2” x 6” x.25” Floor plate 1” thick Hole in the center is for grouting with Chockfast Red Not Zanite-filled 33.5” 36.25” 51.5”

4-0-3 RIXS KB mirror review710/16/2015 Stability of the stand Without Shear Plates or Zanite - first mode at 61Hz Shear plates, no Zanite First mode at 77Hz Engineering note number M7629 written by Will Thur recommends to have the first mode above 20Hz. As there is a cryocompressor nearby and the ARPES stand was designed to be above 60Hz, this stand meets the same goal without zanite or shear plates. Zanite, no shear plates First mode at 82Hz

4-0-3 RIXS KB mirror review810/16/2015 Earthquake safety Total mass: 1435lb Pull out load per anchor : F=(1435*.7*(32.5/31.5))/2 =518 lbs Shear load : F=1435*.7/4=251 lbs => Safety factor from seismic calculations is 2.8 or greater 31.5” 32.5”

4-0-3 RIXS KB mirror review910/16/2015 Vacuum vessel ports Bender Downstream diagnostic Roll Mechanism Upstream diagnostic Diagnostic port Future diagnostic Access Ports

4-0-3 RIXS KB mirror review1010/16/2015 Phosphor coated surfaces mask Downstream Bender clamp Upstream Bender clamp Variable width vertical aperture

4-0-3 RIXS KB mirror review1110/16/2015 M322: description and specifications Table II: alignment and stability requirement for M322 alignment Mechanical stepstability X 100  m (1mm) N/A 10  m Y 100  m (1mm) N/A 10  m Z 100  m (1mm) N/A 10  m XX 1mradN/A0.1mrad YY  rad (100  rad)5  rad2.4  rad ZZ 100  rad (1mrad) N/A 11  rad Ref: RIXS_refocus_ doc in eRoom

4-0-3 RIXS KB mirror review1210/16/2015 Flexure Design / Stress Flexure: 6061-T6 Aluminum Moment on flexure face of 1375 N-mm (12.2 in-lb) will bottom out flexure on integral hardstop If bottomed out: 106 MPa Max Stress allowed: 276 MPa Safety factor: 2.6 for yielding Will place shim in.012” (.3 mm) in gap to reduce handling issues

4-0-3 RIXS KB mirror review1310/16/2015 Leaf Spring Mechanism Leaf Spring: 17-4 PH,.031 thick, 6” long Travel: 25mm max (doesn’t bottom out) Deformation in vertical: ~1.8mm at max Nominal location: 12.5mm, set optic parallel to gravity at this position Step size: 25 um (.001”) give 4.6 urad (goal) (if greater resolution desired, use.020” for the leaf spring which will give ~4x the resolution), use tilt sensor for “home” position Stress levels: ~500 MPa, (1000 MPa yield for 17-4 PH H900 )

M323 Elliptical Bender Mechanism Table III: alignment and stability requirement for M323. alignment Mechanical stepstability X 100  m N/A 10  m Y 100  m (500  m) N/A 3.3  m Z 5  m (50  m) N/A 0.25  m XX 5  rad (20  rad) N/A 0.13  rad YY 25  rad (200  rad) N/A 10  rad ZZ 1mradN/A0.1mrad Note: Can roll M322 if Y or Z offset too large.

M323 Elliptical Bender Mechanism Silicon flat, 8mm thick, side shaping to achieve ellipse when bent Upstream couple: 3.66 N-m (2.7 ft-lb), Downstream couple: 6.11 N-m (4.5 ft-lb) Leaf spring thickness (up: 2.0mm, down: 2.5mm) set for 10mm displacement Leaf spring material: 17-4 PH H900 LVDT to correlate (absolute) with bend set on LTP: resolution.05um for 1.0 mm travel Optic Hard stops LVDT Leaf Spring S Spring Bender Beam 10:1 lever

Glue Block Details Mask captures mirror “Washer” bars to minimize torsion upon tightening Hysol NA Chamfers at top and end of shelf to allow for epoxy fillet and to reduce stress at edges Tapered shelf to reduce stress

FEA of bending mechanism Stresses in bending mechanism parts are well below yield strength for Stainless 17-4 PH. Max stress 25 MPa.

FEA of glue block Bond shear stresses are below shear strength of epoxy: 32 MPa for Hysol NA. Max downstream is 15 MPa, max upstream is 10 MPa.

4-0-3 RIXS KB mirror review1910/16/2015 Linkage Clamp nut (2x) Precision ball (2x) Threaded rod Washer (2x) LVDT: 050- HR Resolution:.05 um (20x min. step size) Hard stop to limit leaf spring (set.5mm above 10mm nominal bend)

4-0-3 RIXS KB mirror review2010/16/2015 M323 Parameter Table MirrorLeaf springVertical spring MaterialSilicon17-4 PH (up/down)17-4 PH Thickness[mm] / Free length[mm] Width[mm]~26.0 (varies)25 Couple / Force[N-m] / N3.66/ / 30.6 N Translation / step size10,000:1+/-.5mm / 1 um Bender Beam Aluminum / 3.6 (at spring) +/- 5mm (10 um = 14.4 °) Rotary motion of screw Linear motion of screw

Additional Components Upstream assembly has pumping for vessel, diagnostic paddle (wire, mesh, photodiode), and shutter Within vessel, variable vertical defining aperture for selecting illumination location on optic