CLEX module supports Design update and simulations 12

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CLEX module supports Design update and simulations 12 November 2013 Michail Anastasopoulos & Mateusz

CLEX module supports Design update and simulations 12 November 2013 Michail Anastasopoulos & Mateusz Sosin BE-ABP-SU

CONTENTS I. Proposed design for 1 x. T 0 II. Conclusions after preliminary design

CONTENTS I. Proposed design for 1 x. T 0 II. Conclusions after preliminary design III. Static & Modal analysis IV. Next steps 12 November 2013 Michail Anastasopoulos & Mateusz Sosin BE-ABP-SU

I. Proposed design for 1 x. TO Ø Only 1 configuration: (no T 0

I. Proposed design for 1 x. TO Ø Only 1 configuration: (no T 0 -T 1 design and no support for long plates) 12 November 2013 Michail Anastasopoulos & Mateusz Sosin BE-ABP-SU

II. Conclusions after preliminary design based on input from magnet & stabilization teams q

II. Conclusions after preliminary design based on input from magnet & stabilization teams q Material : Use of Standard Steel EN S 235, same as currently used for other CTF 3 girders q Vibrations and stability : CTF 3 can not be considered to be representative of CLIC regarding vibrations and stability. However, module support benches shall be designed to be as stiff and free of vibration interferences, as possible q CTF 3 limitations : Bench design for 1 x. T 0 is compatible with current space reservation 12 November 2013 Michail Anastasopoulos & Mateusz Sosin BE-ABP-SU

III. Static & Modal analysis Short bench on rods - 7. 2 microns Short

III. Static & Modal analysis Short bench on rods - 7. 2 microns Short bench on the floor - 4. 3 microns 12 November 2013 Michail Anastasopoulos & Mateusz Sosin BE-ABP-SU

III. Modal analyses of two installation proposals A. Installation on threaded rods Short bench

III. Modal analyses of two installation proposals A. Installation on threaded rods Short bench (1 st frequency: 76 Hz) Long bench (1 st frequency: 65. 6 Hz) Experimental modal analysis of the CLIC Boostec girder (EDMS 1184906) 12 November 2013 Michail Anastasopoulos & Mateusz Sosin BE-ABP-SU

III. Modal analyses of two installation proposals B. Installation on threaded rods and concrete

III. Modal analyses of two installation proposals B. Installation on threaded rods and concrete body – (or steel shims under the benches bottom plates) Short bench (1 st frequency: 122 Hz) 12 November 2013 Long bench (1 st frequency: 121 Hz) Michail Anastasopoulos & Mateusz Sosin BE-ABP-SU

IV. Next steps q Fabrication drawings and approval : Week 48 -49 q Job

IV. Next steps q Fabrication drawings and approval : Week 48 -49 q Job launch: Week 49 -50 12 November 2013 Michail Anastasopoulos & Mateusz Sosin BE-ABP-SU

Thanks for your attention 12 November 2013 Michail Anastasopoulos & Mateusz Sosin BE-ABP-SU

Thanks for your attention 12 November 2013 Michail Anastasopoulos & Mateusz Sosin BE-ABP-SU