Peter Savage Electrostatic Spectrometer FETSMech270405 Peter Savage Electrostatic

  • Slides: 23
Download presentation
Peter Savage Electrostatic Spectrometer FETS_Mech_27_04_05

Peter Savage Electrostatic Spectrometer FETS_Mech_27_04_05

Peter Savage Electrostatic Spectrometer FETS_Mech_27_04_05

Peter Savage Electrostatic Spectrometer FETS_Mech_27_04_05

Peter Savage Electrostatic Spectrometer FETS_Mech_27_04_05

Peter Savage Electrostatic Spectrometer FETS_Mech_27_04_05

Peter Savage CMM Z +ve 605 mm X +ve 905 mm Y +ve 1605

Peter Savage CMM Z +ve 605 mm X +ve 905 mm Y +ve 1605 mm FETS_Mech_27_04_05

Peter Savage Mice Tracker Prototype FETS_Mech_27_04_05

Peter Savage Mice Tracker Prototype FETS_Mech_27_04_05

Peter Savage Mice Tracker Prototype FETS_Mech_27_04_05

Peter Savage Mice Tracker Prototype FETS_Mech_27_04_05

Peter Savage Static Beam Deflections Material: Beam depth (D): Beam width (W): Copper 1

Peter Savage Static Beam Deflections Material: Beam depth (D): Beam width (W): Copper 1 mm 30 mm Test 1 - Cantilever Max deflection = 1. 6 mm Test 2 - Simply Supported (Clamped) Max deflection = 1. 0 mm FETS_Mech_27_04_05

Peter Savage Left End Fixed, Right End Fixed, Central Load FETS_Mech_27_04_05

Peter Savage Left End Fixed, Right End Fixed, Central Load FETS_Mech_27_04_05

Peter Savage 1 D Simply Supported Beam, Unclamped FETS_Mech_27_04_05

Peter Savage 1 D Simply Supported Beam, Unclamped FETS_Mech_27_04_05

Peter Savage 1 D Simply Supported Beam, Clamped FETS_Mech_27_04_05

Peter Savage 1 D Simply Supported Beam, Clamped FETS_Mech_27_04_05

Peter Savage 2 D Simply Supported Beam, Clamped FETS_Mech_27_04_05

Peter Savage 2 D Simply Supported Beam, Clamped FETS_Mech_27_04_05

Peter Savage 3 D Simply Supported Beam, Clamped FETS_Mech_27_04_05

Peter Savage 3 D Simply Supported Beam, Clamped FETS_Mech_27_04_05

Peter Savage 2 D Half Pipe, Bottom Edge Fixed, Load TDC FETS_Mech_27_04_05

Peter Savage 2 D Half Pipe, Bottom Edge Fixed, Load TDC FETS_Mech_27_04_05

Peter Savage 3 D Quarter Sphere, Bottom Edge Fixed, Load TDC FETS_Mech_27_04_05

Peter Savage 3 D Quarter Sphere, Bottom Edge Fixed, Load TDC FETS_Mech_27_04_05

Peter Savage 3 D Quarter Torus, Bottom Edge Fixed, Load TDC FETS_Mech_27_04_05

Peter Savage 3 D Quarter Torus, Bottom Edge Fixed, Load TDC FETS_Mech_27_04_05

Peter Savage 2 D Composite Slab, Steady State, Thermal conductivity k = 20 W/m.

Peter Savage 2 D Composite Slab, Steady State, Thermal conductivity k = 20 W/m. K Young’s Modulus E = 190 GPa Poisson’s Ratio n = 0. 25 Coefficient of Thermal Expansion a = 20 e-6 K-1 Heat flux q = 100 W/m 2 Temp = 50 C Temp = 200 C Heat transfer coefficient h = 150 W/m 2 K, Tfluid = 25 C Thermal conductivity k = 50 W/m. K Young’s Modulus E = 300 GPa Poisson’s Ratio n = 0. 30 Coefficient of Thermal Expansion a = 10 e-6 K-1 FETS_Mech_27_04_05

Peter Savage 2 D Composite Slab, Steady State, Thermal Analysis FETS_Mech_27_04_05

Peter Savage 2 D Composite Slab, Steady State, Thermal Analysis FETS_Mech_27_04_05

Peter Savage 2 D Composite Slab, Steady State, Thermal - Displacement FETS_Mech_27_04_05

Peter Savage 2 D Composite Slab, Steady State, Thermal - Displacement FETS_Mech_27_04_05

Peter Savage 2 D Composite Slab, Steady State, Thermal - Stress FETS_Mech_27_04_05

Peter Savage 2 D Composite Slab, Steady State, Thermal - Stress FETS_Mech_27_04_05

Peter Savage RFQ + Chopper FETS_Mech_27_04_05

Peter Savage RFQ + Chopper FETS_Mech_27_04_05

Peter Savage R 8 Layout FETS_Mech_27_04_05

Peter Savage R 8 Layout FETS_Mech_27_04_05

Peter Savage R 8 Layout FETS_Mech_27_04_05

Peter Savage R 8 Layout FETS_Mech_27_04_05

Peter Savage R 8 Layout FETS_Mech_27_04_05

Peter Savage R 8 Layout FETS_Mech_27_04_05