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The 3rd notification of the 14th conference on Explosion Mechanics Notification of the 14th conference on Explosion Mechanics (supplement) Contributions wanted for the special issue: the Propagation of Waves Explosion and Shock Waves is in the 6th edition of the list of S&T Journals of China List of awrard by Explosion and Shock Waves in 2022 Notification of the 14th conference on Explosion Mechanics
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Volume 32 Issue 6
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Article Navigation >  Explosion And Shock Waves  > 2012  >  32(6): 658-662
TIAN Yu-bin, LI Zhao, ZHANG Chun-wei. Dynamicresponseofreinforcedmasonrystructureunderblastload[J]. Explosion And Shock Waves, 2012, 32(6): 658-662. doi: 10.11883/1001-1455(2012)06-0658-05
Citation: TIAN Yu-bin, LI Zhao, ZHANG Chun-wei. Dynamicresponseofreinforcedmasonrystructureunderblastload[J]. Explosion And Shock Waves, 2012, 32(6): 658-662. doi: 10.11883/1001-1455(2012)06-0658-05
shu

Dynamicresponseofreinforcedmasonrystructureunderblastload

doi: 10.11883/1001-1455(2012)06-0658-05
  • 1.

    SchoolofCivilandEngineering,HarbinInstituteofTechnology,

Funds:

NationalNaturalScienceFoundationofChina(51078116)

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  • Corresponding author: TIAN Yu-bin
  • Publish Date: 2012-11-25
    Abstract
  • BasedonthenumericalanalysiswithLS-DYNA,thedeformationanddamageofthereinforcedmasonrywallswereinvestigatedbyconsideringthefollowingfactors: wall-borneconstraint, masonrymaterialstrengthgrade,verticalreinforcementratio,height-to-spanratio,loadpeak,distancefromexplosivecentertowall, aholeinthewallandGFRPonthewall.Andthedistance-time curvesofthewallswereobtainedaswellasthestress-timecurvesofthemasonrymaterialsandsteel bars.Meanwhile,theanti-explosionperformancesofthereinforcedmasonrywallswerecomparedin thedifferentcasesandtheimportantfactorsinfluencingthestructureresponseweredetermined.Itis helpfulfortheanti-explosiondesignaboutthereinforcedmasonrystructure.
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