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Concepts and Requirements for GIMM Structures

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Presentation on theme: "Concepts and Requirements for GIMM Structures"— Presentation transcript:

1 Concepts and Requirements for GIMM Structures
Thomas Kozub, Charles Gentile, Irving Zatz - PPPL Mohamed Sawan - FTI UW John Pulsifer, Mark Tillack - UCSD Malcolm McGeoch - PLEX Tom Lehecka - Penn State POSTER HAPL-18, Santa Fe, NM April 8 - April 9, 2008

2 Task Overview A Conceptual Design for a Grazing Incidence Metal Mirror (GIMM) Structural Support System. GIMM support project scope: Each of the forty GIMM units consists of a mirror assembly contained within a long stainless steel vacuum duct The duct which forms the beam line is contained within a large shielding block All forty units are geometrically arranged around a shielding sphere centered around the target chamber Together the GIMM units and shield sphere fill a volume of ~ 260,000m3.

3 Task Overview The objective of this task is to develop a viable structural supporting system for the GIMM. The system design will need to address: Static support of the GIMM structures to the facilities foundation. Structural elements to maintain stability and alignment within the prescribed tolerances of the optical components. A GIMM base that provides a mirror surface flatness to a quarter wavelength. Elimination of high frequency vibration at GIMM that is beyond the dynamic tracking response of the steering mirrors. Methods for mounting the GIMM within the vacuum beam duct at the several various required orientations. Necessary features for the installation, adjustment, servicing and replacement of the GIMM components.

4 Drawing by Malcolm McGeoch

5 Facility structure supporting the individual GIMM shielding block and duct unit
GIMM base mounting inside beam line duct

6 GIMM Shielding Block Unit Section

7 GIMM Isolated Base Support

8 Initial Investigation of Structural Stability
Stainless Steel Frame FEA Cylindrical Concrete Arch FEA

9 Steel Frame Supporting Large Mass
Large static deformations (>> 1-inch) Numerous low frequency modes <10 Hz. Prone to buckling and other instabilities Conclusion – Unrealistically massive steel structures would be required to reduce these effects to an acceptable level 1st Mode << 1 Hz.

10 Cylindrical Concrete Arch Structure
Much smaller static deformations Much higher frequency modes Greater structural stability (Deformations are greatly magnified for ease of viewing) Static Deformation Delta Zmax = 0.06 in. 1st Mode = 6.5 Hz.

11 Integrated Facility Structure

12 Structurally Integrated GIMM Shield Blocks

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15 Section View of Structure

16 Sources of Vibration Reducing the sources of vibration to an minimum is as important as the attenuation of vibration. Sources of vibration grouped by strength of coupling to the GIMM: Sources acting directly on the GIMM. IFE Process sources acting on the central core structure. Facility and other sources dispersed throughout the plant.

17 Sources of Vibration Acting Directly on the GIMM
Thermal shock from target detonation Impulse at rate ~5Hz Thermal shock from laser pulse Flow of GIMM coolant Continuous source Electromagnetic effects To be determined

18 IFE Process Sources of Vibration Through the Facility Structure
Target detonation impulse Ion, radiation and thermal impulse at ~5Hz Magnetic Intervention field pulse Field force response into structure at ~5Hz

19 Facility and Other Sources of Vibration
Rotating machinery: pumps, motors, etc. Valves operating Fluid flow through pipes Transformers and other electrical devices Elevators, cranes, trucks, doors External sources through foundation Atmospheric and Seismic

20 GIMM Dust and Contamination Issues
GIMM surface contamination from dust and other materials can compromise the performance of the mirror The beam ducts will probably be a source of contamination Counter gas flows may introduce excessive gas loading on the pumps and fuel recovery system to be effective Electrostatic collection may be of some value

21 Path Forward /Future work
Complete static loading analysis Detailed dynamic vibration analysis Vibration isolator design A further refinement in the integration of the GIMM shield units into the Infrastructure GIMM cooling methods minimizing vibration Access / Servicing features Integrated facility structural details Investigate dust mitigation and removal


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