Volume 30 Issue 5
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LI Xu-dong, LIU Kai-xin, YAN Hong-hao, LI Xiao-jie, WANG Shuai. Dynamicdamageprocessofanundergroundprotectivestructuresubjectedtoimpactloading[J]. Explosion And Shock Waves, 2010, 30(5): 541-545. doi: 10.11883/1001-1455(2010)05-0541-05
Citation: LI Xu-dong, LIU Kai-xin, YAN Hong-hao, LI Xiao-jie, WANG Shuai. Dynamicdamageprocessofanundergroundprotectivestructure subjectedtoimpactloading[J]. Explosion And Shock Waves, 2010, 30(5): 541-545. doi: 10.11883/1001-1455(2010)05-0541-05

Dynamicdamageprocessofanundergroundprotectivestructure subjectedtoimpactloading

doi: 10.11883/1001-1455(2010)05-0541-05
Funds:

NationalNaturalScienceFoundationofChina(10572002,10732010)

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  • Corresponding author: LI Xu-dong
  • Publish Date: 2010-09-25
  • Byadoptingthedigitalhigh-speedphotographyanddynamicelectricalmeasurementtechnique, ascale-reducedmodelwasdesignedtoexperimentallyinvestigatethedynamicdamageprocess ofahorseshoe-shapedundergroundprotectivestructureunderimpactloading.Experimentalresults indicatethatthebottomistheweakestpartofthehorseshoe-shapedstructureandneedbeprotected excessively.Theshockresistanceofthiskindofstructurecanbeevidentlyimprovedbyaddingsteel platesorotherhigh-strengthprotectingmaterialsinitsinnerlayer.Thescale-reducedexperimentwas simulatednumericallybyusingtheLS-DYNAfiniteelementsoftware.Thenumericalresultsareinagreementwiththeexperimentalresults. ItdisplaysthattheLS-DYNAfiniteelementsoftwareisfeasibletobeusedtosimulatethedynamicdamageprocessofthescale- reducedmodelforhorseshoeshapedundergroundprotectivestructures.
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