Investigation on Mie-Grüneisen type shock Hugoniot equation of state for concrete

This paper ascertains that the bilinear shock Hugoniot equation of state (EOS) can model the plasticizing process of the porous media like concrete material for high-velocity impact problems successfully. The negative slope of the bilinear Hugoniot for low particle velocity regime can simulate the p...

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Main Authors: M Katayama, A Abe, A Takeba
Format: Article
Language:English
Published: MULTIPHYSICS 2017-09-01
Series:International Journal of Multiphysics
Online Access:http://journal.multiphysics.org/index.php/IJM/article/view/342
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author M Katayama
A Abe
A Takeba
author_facet M Katayama
A Abe
A Takeba
author_sort M Katayama
collection DOAJ
description This paper ascertains that the bilinear shock Hugoniot equation of state (EOS) can model the plasticizing process of the porous media like concrete material for high-velocity impact problems successfully. The negative slope of the bilinear Hugoniot for low particle velocity regime can simulate the process that the porosity of concrete may be compressed to form shock wave in concrete, through a series of numerical analyses over the investigation on the physical phenomena. The results of particle velocity for the concrete material are also discussed to be compared with those of non-porous aluminum alloy for 100 and 1000 m/s impact velocities. All the numerical simulations were carried out by applying the bilinear shock Hugoniot EOS to concrete which was linked to the binary object of a hydrocode: ANSYS Autodyn®[1−3] through a user’s subroutine.
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spelling doaj.art-d57ff1ac05d34996b55caff523d7f3c32023-09-02T10:10:38ZengMULTIPHYSICSInternational Journal of Multiphysics1750-95482048-39612017-09-0111310.21152/1750-9548.11.3.255337Investigation on Mie-Grüneisen type shock Hugoniot equation of state for concreteM Katayama0A Abe1A Takeba2ITOCHU Techno-Solutions CorporationITOCHU Techno-Solutions CorporationITOCHU Techno-Solutions CorporationThis paper ascertains that the bilinear shock Hugoniot equation of state (EOS) can model the plasticizing process of the porous media like concrete material for high-velocity impact problems successfully. The negative slope of the bilinear Hugoniot for low particle velocity regime can simulate the process that the porosity of concrete may be compressed to form shock wave in concrete, through a series of numerical analyses over the investigation on the physical phenomena. The results of particle velocity for the concrete material are also discussed to be compared with those of non-porous aluminum alloy for 100 and 1000 m/s impact velocities. All the numerical simulations were carried out by applying the bilinear shock Hugoniot EOS to concrete which was linked to the binary object of a hydrocode: ANSYS Autodyn®[1−3] through a user’s subroutine.http://journal.multiphysics.org/index.php/IJM/article/view/342
spellingShingle M Katayama
A Abe
A Takeba
Investigation on Mie-Grüneisen type shock Hugoniot equation of state for concrete
International Journal of Multiphysics
title Investigation on Mie-Grüneisen type shock Hugoniot equation of state for concrete
title_full Investigation on Mie-Grüneisen type shock Hugoniot equation of state for concrete
title_fullStr Investigation on Mie-Grüneisen type shock Hugoniot equation of state for concrete
title_full_unstemmed Investigation on Mie-Grüneisen type shock Hugoniot equation of state for concrete
title_short Investigation on Mie-Grüneisen type shock Hugoniot equation of state for concrete
title_sort investigation on mie gruneisen type shock hugoniot equation of state for concrete
url http://journal.multiphysics.org/index.php/IJM/article/view/342
work_keys_str_mv AT mkatayama investigationonmiegruneisentypeshockhugoniotequationofstateforconcrete
AT aabe investigationonmiegruneisentypeshockhugoniotequationofstateforconcrete
AT atakeba investigationonmiegruneisentypeshockhugoniotequationofstateforconcrete