STUDIES TOWARDS TARGET-HORN INTEGRATION Cracow University of Technology Institute of Applied Mechanics P. Cupial, A. Wroblewski EUROnu Project Outline of the talk 18.11. 2009 1. Dynamic response of the horn to excitation by current pulses (P.Cupial) •the horn geometry – new finite-element model •approximate modelling of magnetic forces •response of the horn to harmonic and pulse excitation •response of structures under a single pulse and a sequence of pulses – important points •coupled-field approach to response under magnetic-field excitation Outline of the talk 18.11. 2009 2. First estimates of heat transfer in the target-horn system (A.Wroblewski) •horn temperature and stress distribution due to current heating •early estimates of the effect of heat radiated from the target on the temperature and stresses in the horn Horn geometry used The advantage of studying this geometry is that the prototype is available at CERN and experimental verification is possible. Present Superbeam horn dimensions are comparable to the NF ones. 18.11. 2009 Prototype available at CERN 18.11. 2009 Finite-element model of the horn 1 ELEMENTS MAT NUM Y Z X 1 ELEMENTS MAT NUM Superbeam horn FE model Superbeam horn FE model 18.11. 2009 Approximate modelling of magnetic forces The analsis assumes cylindrical geometry Inner cylinder with radia RI, RII and thickness t=RII-RI Outer cylinder with radia R’I, R’II and the same thickness Magnetic field distribution: B 0 r RI 0 (r ) B r r RI r RII , (r ) J (u )udu RI 0 I B RII r RI 2r r 0 I 0 (r ) B RI r RII , (r ) J (u )udu 2r r RI B 0 r RII 18.11. 2009 Approximate modelling of magnetic forces Lorentz force: F J B dV V Definition of the pressure: dF pRd dz Assuming uniform current density over thickness: 0 I 2 RI RII t p 2 2 (1 ), R , 8 R 6 2 R 0 I 2 RI RII t p 2 2 (1 ), R , 8 R 6 2 R In the case of thin cylindrical shells: 0 I 2 p 2 2 8 R 18.11. 2009 Horn response to magnetic field – FE harmonic analysis Response at a selected point to a harmonic current with amplitude 300 kA 18.11. 2009 Horn response to a single current pulse Response at a selected point to a current pulse of amplitude 300 kA of 100 s duration 18.11. 2009 Comments on the response under pulse excitation 18.11. 2009 Displacement and stress in the beam middle-point excited by a half-sine pulse applied at the middle point, pulse duration/period of the lowest mode = 3 The corresponding plots when pulse duration/period over lowest mode = 0.01 Comments on response under pulse excitation Impulse resonance The case with no damping The effect of damping 18.11. 2009 Coupled magneto-structural analysis – static benchmark solution z Infinite solenoid with a circumferential current density (per area): J J 0e 18.11. 2009 J Analytical solution: r Magnetic field vector inside the cylinder: B 0 J 0 (b r )e z a Lorentz force: b J B 0 J 02 (b r )e r Mechanical equations of equilibrium: dtrr t rr t 0 J 02 (b r ) 0 dr r Coupled magneto-structural analysis – static benchmark solution Constitutive equations: dur 1 u 1 [t rr (t t zz )], r [t (t rr t zz )] dr Y r Y 1 zz [t zz (t t rr )] Y rr Mechanical boundary conditions: t rr 0, r a, b 18.11. 2009 Coupled magneto-structural analysis – static benchmark solution Stresses in the solenoid (F.C. Moon „Magneto-solid Mechanics”, 1984): 2 2 1 3 r 2 t 0 J 02 b 2 [ A B 2 (1 )] (1 )r r 4 2 3 1 t rr 0 J 02 b 2 [ A B 2 (1 )] 2 r 2 (1 )r r 4 3 where: a 1 2 , b 1 1 2 A (1 )(1 ) (1 )( 2 1)(1 ) 1 2 4 3 1 B (1 ) (1 )(1 ) 1 2 4 3 18.11. 2009 FEM vs. Analytical solution Material properties: E=10.76*1011 N/m2, =0.35, =0 Geometric properties: a=0.01 m, b=0.02 m Loading: J=106 A/m2 Results for r=0.017 m Analytical Ansys Bz = 0.003770 T Bz= 003750 T t =62.44 N/m2 t =61.34 N/m2 18.11. 2009 Thermomechanical analysis under Jule heating Parameters used: Max. current: 300 kA Pulse repetition rate : 50 Hz Pulse length: 100 s Jule losses calculated for the NF horn at CERN by J.M. Maugain, S.Rangod, F. Voelker: 18 or 40 kW. These have been applied as uniform heat sources over the part of horn carrying the current Water flow: 82 l/min Water inlet temperature: 25 oC Water outlet temperature: 40 oC 18.11. 2009 Temperature distribution 1 18.11. 2009 NODAL SOLUTION STEP=1 SUB =1 TIME=1 TEMP (AVG) RSYS=0 SMN =25 SMX =79.838 Z Y MN X 1 MX 25 37.186 49.372 61.559 73.745 31.093 43.279 55.466 67.652 79.838 Current dissipation 18kW NODAL SOLUTION STEP=1 SUB =1 TIME=1 TEMP (AVG) RSYS=0 SMN =25 SMX =131.287 Z Y MN X MX 25 48.619 72.239 95.858 119.478 36.81 60.429 84.049 107.668 131.287 Current dissipation 40kW Thermal stresses 1 18.11. 2009 1 NODAL SOLUTION NODAL SOLUTION STEP=1 SUB =1 TIME=1 SEQV (AVG) DMX =.001215 SMN =6627 SMX =.288E+09 STEP=1 SUB =1 TIME=1 SEQV (AVG) DMX =.001183 SMN =22610 SMX =.282E+09 Y Z X Z Y X MN MN MX MX 1 NODAL SOLUTION 22610 New HORN .628E+08 STEP=1 .314E+08 SUB =1 03/2009, thermal TIME=1 SEQV (AVG) DMX =.001215 SMN =6627 SMX =.288E+09 .941E+08 .125E+09 .157E+09 .188E+09 static analysis .220E+09 .251E+09 NOV 13 2009 14:48:07 6627 .282E+09 .639E+08 .128E+09 .192E+09 .256E+09 .320E+08 .959E+08 .160E+09 .224E+09 .288E+09 Current dissipation 40kW Stresses of the order of 95 MPa for the more intensive of the two heat sources. Locally high stresses due to numerical singularities. MX 6627 .320E+08 .639E+08 Current dissipation 40kW .959E+08 .128E+09 .160E+09 .192E+09 .224E+09 .256E+09 .288E+09 Integration of the target inside the horn Concept of integration of a pebble-bed target inside a horm (P. Sievers) For a 4 MW beam power dissipated in the target amounts to: 600 kW (estimated by P. Sievers) 200 kW (from the report by A.Longhin) 18.11. 2009 Horn temperature distribution under Jule heating and radiation from the target Conservative assumption that all power dissipated in the target goes to the horn. 1 NODAL SOLUTION STEP=1 SUB =1 TIME=1 TEMP (AVG) RSYS=0 SMN =25 SMX =131.287 1 NODAL SOLUTION STEP=1 SUB =1 TIME=1 TEMP (AVG) RSYS=0 SMN =24.964 SMX =131.287 Y Z 18.11. 2009 MN X Y Z MX X MN MX 25 36.81 48.619 60.429 72.239 84.049 95.858 107.668 119.478 131.287 +200kW 24.964 48.591 36.777 Additional heating causes a local temperature increase of 30 to 50 deg. 72.219 60.405 95.846 84.032 119.474 107.66 +600kW These are preliminary results, assuming that the temperature of the cooling water is not influenced by the additional heat source (higher water flow). A FLOTRAN analysis has just started. 131.287 Plans for the near future Continuation of the dynamic analysis of the horn under a sequence of pulses (calculation of stresses, coupled-field dynamic analysis) Transient thermomechanical analysis More detailed analysis of the thermomechanical phenomena accounting for the water flow using FLOTRAN Horn fatigue life estimate, based on the combined calculated dynamic and thermomechanical stress levels.(The present CERN estimate is only 6 weeks!) Modelling of the present superbeam geometry 18.11. 2009
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