ZhaoChun-feng, ChenJian-yun. Dynamicresponsesofreinforcedconcretecontainment subjectedtointernalblastloading[J]. Explosion And Shock Waves, 2013, 33(6): 667-672. doi: 10.11883/1001-1455(2013)06-0667-06
Citation:
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ZhaoChun-feng, ChenJian-yun. Dynamicresponsesofreinforcedconcretecontainment subjectedtointernalblastloading[J]. Explosion And Shock Waves, 2013, 33(6): 667-672. doi: 10.11883/1001-1455(2013)06-0667-06
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ZhaoChun-feng, ChenJian-yun. Dynamicresponsesofreinforcedconcretecontainment subjectedtointernalblastloading[J]. Explosion And Shock Waves, 2013, 33(6): 667-672. doi: 10.11883/1001-1455(2013)06-0667-06
Citation:
|
ZhaoChun-feng, ChenJian-yun. Dynamicresponsesofreinforcedconcretecontainment subjectedtointernalblastloading[J]. Explosion And Shock Waves, 2013, 33(6): 667-672. doi: 10.11883/1001-1455(2013)06-0667-06
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Dynamicresponsesofreinforcedconcretecontainment subjectedtointernalblastloading
More Information
- Corresponding author:
ZhaoChun-feng
- Publish Date:
2013-11-25
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Abstract
WiththehelpofthenonlinearfiniteelementcodeLS-DYNA,adiscretefiniteelementmodelwasdevelopedtonumericallysimulatethedynamicresponseofthereinforcedconcretecontainment underinternalblastloadingbyemployingafluid-structure-couplingalgorithm.AndthesimulatedresultswerecomparedwiththosebytheHenrychformulaaswellasonesintheTM5- 1300standard, respectively.Thecomparisonsindicatethatareliablesimulationcanbeachievedbythedeveloped modelforthereinforcedconcretecontainmentsubjectedtotheinternalexplosionunderthescaledistanceof3.258m/ kg1/3 whentheexplosionsourceis48mabovethecontainmentbase.
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References
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Proportional views
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