LAI Ming, FENG Shun-shan, HUANG Guang-yan, BIAN Jiang-nan. Damageofdifferentreinforcedstructuressubjectedtounderwatercontactexplosion[J]. Explosion And Shock Waves, 2012, 32(6): 599-604. doi: 10.11883/1001-1455(2012)06-0599-05
Citation:
|
LAI Ming, FENG Shun-shan, HUANG Guang-yan, BIAN Jiang-nan. Damageofdifferentreinforcedstructures
subjectedtounderwatercontactexplosion[J]. Explosion And Shock Waves, 2012, 32(6): 599-604. doi: 10.11883/1001-1455(2012)06-0599-05
|
LAI Ming, FENG Shun-shan, HUANG Guang-yan, BIAN Jiang-nan. Damageofdifferentreinforcedstructuressubjectedtounderwatercontactexplosion[J]. Explosion And Shock Waves, 2012, 32(6): 599-604. doi: 10.11883/1001-1455(2012)06-0599-05
Citation:
|
LAI Ming, FENG Shun-shan, HUANG Guang-yan, BIAN Jiang-nan. Damageofdifferentreinforcedstructures
subjectedtounderwatercontactexplosion[J]. Explosion And Shock Waves, 2012, 32(6): 599-604. doi: 10.11883/1001-1455(2012)06-0599-05
|
Damageofdifferentreinforcedstructures
subjectedtounderwatercontactexplosion
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Abstract
LS-DYNAwasusedtosimulatetheresponsesofdifferentreinforcedstructuressubjectedto
underwatercontactexplosionbyconsideringdifferentreinforcementstrengthsandlocations.Strength
anddistancefactorsweredefinedtodescribethestrengthandlocationsofstiffeners,respectively.Six
modelswereproposedwithdifferentstrengthsofstiffenersandthreemodelsweredevelopedwithdifferentlocationsofstiffeners.
Typicaldamageprocessesofthereinforcedstructureswereanalyzed.
Thehorizontalandverticalcracklengthsofcrevassewerecomparedaswellascrevassearea.The
effectsofthestrengthanddistancefactorswerefoundonthereinforcedstructuressubjectedtounderwatercontactexplosion.
Theresultsshowthatitcanbeeffectivetorestraincrevasseareawhenthe
strengthfactorrisesintheverticaldirectionanditisnotsignificantwhenthestrengthfactorrisesin
thehorizontaldirection.Thedistancefactorisindirectproportiontocrevasseareaandthecrevasse
shapesarerelatedtobothofthetwofactorsdefined.
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References
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Proportional views
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