Volume 30 Issue 1
May  2014
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LI Xiao-jie, QIN Xiao-yong, YAN Hong-hao. Baseconstraintformsofhemisphericalshock-wavestrapstructures[J]. Explosion And Shock Waves, 2010, 30(1): 7-11. doi: 10.11883/1001-1455(2010)01-0007-05
Citation: LI Xiao-jie, QIN Xiao-yong, YAN Hong-hao. Baseconstraintformsofhemisphericalshock-wavestrapstructures[J]. Explosion And Shock Waves, 2010, 30(1): 7-11. doi: 10.11883/1001-1455(2010)01-0007-05

Baseconstraintformsofhemisphericalshock-wavestrapstructures

doi: 10.11883/1001-1455(2010)01-0007-05
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  • Corresponding author: LI Xiao-jie
  • Publish Date: 2010-01-25
  • Theequivalentstressesofhemisphericalshock-wavestrapstructurewerecalculatedbythe finiteelementprogramLS-DYNAfordifferentconstraintformsandcomparedwiththeexperimental results.Theresultsshowthatthestressconcentrationhappensontheshellneartheentranceandexhaustportandthelocalstressesarefarhigherthanthose fotherparts.Inadditiontothesiteof stressconcentration,themaximumstressisatthethree-fourthoftheheightforthescalespherical shellmodel.Theoverallstressleveldecreasessignificantlyforthesphericalshellwiththefreebottom. Usingthefreebasetoplacethesphericalshellcanfurtherenhanceitscapacityagainstspherical implosion.Contrastingwiththeexperiments,themaximumstresslocationisinlinewiththenumericalresultsafterreinforcingpartsofstressconcentration. Byusingthefreebasetoplacethespherical shellonthegroundinthedesign,itcannotonlyimprovetheanti-explosioncapacityofspherical shells,butalsosavethefoundationtreatment,substantiallyreducesthecostofhemisphericalshock wavestrapstructures.
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