Uncoupled thermoelasticity solutions applied on beam dumps

In particle accelerators the process of beam absorption is vital. At CERN particle beams are accelerated at energies of the order of TeV. In the event of a system failure or following collisions, the beam needs to be safely absorbed by dedicated protecting blocks. The thermal shock caused by the rap...

Full description

Bibliographic Details
Main Authors: A. Ouzia, T. Antonakakis
Format: Article
Language:English
Published: American Physical Society 2016-06-01
Series:Physical Review Accelerators and Beams
Online Access:http://doi.org/10.1103/PhysRevAccelBeams.19.063501
_version_ 1828232195491233792
author A. Ouzia
T. Antonakakis
author_facet A. Ouzia
T. Antonakakis
author_sort A. Ouzia
collection DOAJ
description In particle accelerators the process of beam absorption is vital. At CERN particle beams are accelerated at energies of the order of TeV. In the event of a system failure or following collisions, the beam needs to be safely absorbed by dedicated protecting blocks. The thermal shock caused by the rapid energy deposition within the absorbing block causes thermal stresses that may rise above critical levels. The present paper provides a convenient expression of such stresses under hypotheses described hereafter. The temperature field caused by the beam energy deposition is assumed to be Gaussian. Such a field models a non-diffusive heat deposition. These effects are described as thermoelastic as long as the stresses remain below the proportional limit and can be analytically modeled by the coupled equations of thermoelasticity. The analytical solution to the uncoupled thermoelastic problem in an infinite domain is presented herein and matched with a finite unit radius sphere. The assumption of zero diffusion as well as the validity of the match with a finite geometry is quantified such that the obtained solutions can be rigorously applied to real problems. Furthermore, truncated series solutions, which are not novel, are used for comparison purposes. All quantities are nondimensional and the problem reduces to a dependence of five dimensionless parameters. The equations of elasticity are presented in the potential formulation where the shear potential is assumed to be nil due to the source being a gradient and the absence of boundaries. Nevertheless equivalent three-dimensional stresses are computed using the compressive potential and optimized using standard analytical optimization methods. An alternative algorithm for finding the critical points of the three-dimensional stress function is presented. Finally, a case study concerning the proton synchrotron booster dump is presented where the aforementioned analytical solutions are used and the preceding assumptions verified.
first_indexed 2024-04-12T19:17:28Z
format Article
id doaj.art-ca67d4a351a7456991065f9c5aeed36c
institution Directory Open Access Journal
issn 2469-9888
language English
last_indexed 2024-04-12T19:17:28Z
publishDate 2016-06-01
publisher American Physical Society
record_format Article
series Physical Review Accelerators and Beams
spelling doaj.art-ca67d4a351a7456991065f9c5aeed36c2022-12-22T03:19:41ZengAmerican Physical SocietyPhysical Review Accelerators and Beams2469-98882016-06-0119606350110.1103/PhysRevAccelBeams.19.063501Uncoupled thermoelasticity solutions applied on beam dumpsA. OuziaT. AntonakakisIn particle accelerators the process of beam absorption is vital. At CERN particle beams are accelerated at energies of the order of TeV. In the event of a system failure or following collisions, the beam needs to be safely absorbed by dedicated protecting blocks. The thermal shock caused by the rapid energy deposition within the absorbing block causes thermal stresses that may rise above critical levels. The present paper provides a convenient expression of such stresses under hypotheses described hereafter. The temperature field caused by the beam energy deposition is assumed to be Gaussian. Such a field models a non-diffusive heat deposition. These effects are described as thermoelastic as long as the stresses remain below the proportional limit and can be analytically modeled by the coupled equations of thermoelasticity. The analytical solution to the uncoupled thermoelastic problem in an infinite domain is presented herein and matched with a finite unit radius sphere. The assumption of zero diffusion as well as the validity of the match with a finite geometry is quantified such that the obtained solutions can be rigorously applied to real problems. Furthermore, truncated series solutions, which are not novel, are used for comparison purposes. All quantities are nondimensional and the problem reduces to a dependence of five dimensionless parameters. The equations of elasticity are presented in the potential formulation where the shear potential is assumed to be nil due to the source being a gradient and the absence of boundaries. Nevertheless equivalent three-dimensional stresses are computed using the compressive potential and optimized using standard analytical optimization methods. An alternative algorithm for finding the critical points of the three-dimensional stress function is presented. Finally, a case study concerning the proton synchrotron booster dump is presented where the aforementioned analytical solutions are used and the preceding assumptions verified.http://doi.org/10.1103/PhysRevAccelBeams.19.063501
spellingShingle A. Ouzia
T. Antonakakis
Uncoupled thermoelasticity solutions applied on beam dumps
Physical Review Accelerators and Beams
title Uncoupled thermoelasticity solutions applied on beam dumps
title_full Uncoupled thermoelasticity solutions applied on beam dumps
title_fullStr Uncoupled thermoelasticity solutions applied on beam dumps
title_full_unstemmed Uncoupled thermoelasticity solutions applied on beam dumps
title_short Uncoupled thermoelasticity solutions applied on beam dumps
title_sort uncoupled thermoelasticity solutions applied on beam dumps
url http://doi.org/10.1103/PhysRevAccelBeams.19.063501
work_keys_str_mv AT aouzia uncoupledthermoelasticitysolutionsappliedonbeamdumps
AT tantonakakis uncoupledthermoelasticitysolutionsappliedonbeamdumps