NUMERICAL SIMULATION OF SHPB DYNAMIC COMPRESSION TEST OF CONCRETE

Split Hopkinson pressure bar(SHPB) tests are widely used for testing material mechanism behavior under high strain rates,A series of SHPB numerical tests were done based on K&C local concrete damage model,The stress-strain curves of the concrete specimens were reconstructed with the two-wave theory,...

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Main Authors: LI XiaoQin, CHEN BaoQi, DU Xi, DING ZuDe
Format: Article
Language:zho
Published: Editorial Office of Journal of Mechanical Strength 2018-01-01
Series:Jixie qiangdu
Subjects:
Online Access:http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2018.04.023
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author LI XiaoQin
CHEN BaoQi
DU Xi
DING ZuDe
author_facet LI XiaoQin
CHEN BaoQi
DU Xi
DING ZuDe
author_sort LI XiaoQin
collection DOAJ
description Split Hopkinson pressure bar(SHPB) tests are widely used for testing material mechanism behavior under high strain rates,A series of SHPB numerical tests were done based on K&C local concrete damage model,The stress-strain curves of the concrete specimens were reconstructed with the two-wave theory,and the damage of the concrete was analyzed.According to the comparison between the numerical and the test results,Proving K&C model can simulate concrete in concrete under high strain rate compressive mechanical behavior.Proving the increase of dynamic strength of concrete under the influence of structural effects.
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issn 1001-9669
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publisher Editorial Office of Journal of Mechanical Strength
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spelling doaj.art-546d118b73f04fa783b2a423058f7a6c2023-08-01T07:47:35ZzhoEditorial Office of Journal of Mechanical StrengthJixie qiangdu1001-96692018-01-014090190730602499NUMERICAL SIMULATION OF SHPB DYNAMIC COMPRESSION TEST OF CONCRETELI XiaoQinCHEN BaoQiDU XiDING ZuDeSplit Hopkinson pressure bar(SHPB) tests are widely used for testing material mechanism behavior under high strain rates,A series of SHPB numerical tests were done based on K&C local concrete damage model,The stress-strain curves of the concrete specimens were reconstructed with the two-wave theory,and the damage of the concrete was analyzed.According to the comparison between the numerical and the test results,Proving K&C model can simulate concrete in concrete under high strain rate compressive mechanical behavior.Proving the increase of dynamic strength of concrete under the influence of structural effects.http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2018.04.023Concrete;Dynamic increasing factor(DIF);Strain rate;Split Hopkinson pressure bar(SHPB)
spellingShingle LI XiaoQin
CHEN BaoQi
DU Xi
DING ZuDe
NUMERICAL SIMULATION OF SHPB DYNAMIC COMPRESSION TEST OF CONCRETE
Jixie qiangdu
Concrete;Dynamic increasing factor(DIF);Strain rate;Split Hopkinson pressure bar(SHPB)
title NUMERICAL SIMULATION OF SHPB DYNAMIC COMPRESSION TEST OF CONCRETE
title_full NUMERICAL SIMULATION OF SHPB DYNAMIC COMPRESSION TEST OF CONCRETE
title_fullStr NUMERICAL SIMULATION OF SHPB DYNAMIC COMPRESSION TEST OF CONCRETE
title_full_unstemmed NUMERICAL SIMULATION OF SHPB DYNAMIC COMPRESSION TEST OF CONCRETE
title_short NUMERICAL SIMULATION OF SHPB DYNAMIC COMPRESSION TEST OF CONCRETE
title_sort numerical simulation of shpb dynamic compression test of concrete
topic Concrete;Dynamic increasing factor(DIF);Strain rate;Split Hopkinson pressure bar(SHPB)
url http://www.jxqd.net.cn/thesisDetails#10.16579/j.issn.1001.9669.2018.04.023
work_keys_str_mv AT lixiaoqin numericalsimulationofshpbdynamiccompressiontestofconcrete
AT chenbaoqi numericalsimulationofshpbdynamiccompressiontestofconcrete
AT duxi numericalsimulationofshpbdynamiccompressiontestofconcrete
AT dingzude numericalsimulationofshpbdynamiccompressiontestofconcrete