基于戰(zhàn)斗部侵徹動爆一體化效應(yīng)的遮彈層設(shè)計
打開文本圖片集
中圖分類號：0385 國標(biāo)學(xué)科代碼：1303530 文獻(xiàn)標(biāo)志碼：A
Abstract： Accurately evaluating the continuous efect of penetration and moving charge explosion of earth penetrating weapons isthepremiseofreliabledesignof shieldontheprotectivestructure.Firstly，athre-stage integratedprojectile penetration and moving charge explosion finite element analysis method was proposed based on the technologies of volume fillingofexplosiveandthetwo-stepcouplinginpenetrationand explosion processs.Byconductingtheumericalsimulations of the existing tests ofmoving chargeexplosion，penetrationandstaticcharge explosionofnormalstrength concrete（NSC）and ultra-high performanceconcrete（UHPC）targets，the accuracyof the proposed method in describing thepropagationof explosive waves，peak stress，cracking behavioranddamage evolutionoftargetunder the penetrationandexplosion was fully verified.Besides，for the scenario of an NSC target against a -caliber scaled projectile， the differences of target damage predicted bythe proposed finite element analysis method and traditional penetrationand static charge explosion method were compared.Meanwhile，the superimposed effectofthe penetrationand explosion stress fieldand theinfluence of shel constraintand fracturefragment wereanalyzed.Basedonthedamagecharacteristicsof targetsatdifferent detonation time instantsof explosive，themostunfavorabledetonationtimeinstantofthewarheadwasdetermined.Finaly，numerical simulations were conducted for the scenarios of three prototype warheads： SDB， WDU-43/B and BLU- .The destructive depths ofNSCand UHPC shields subjected to the penetration and moving charge explosion loadings are1.33，2.70，2.35m and 0.79，1.76， ，respectively. The corresponding scabbing and perforation limits of shields were further given.The results showthatthedestructivedepths，scabbinglimitsand perforationlimitscalculated bythefiniteelementanalysis method with considering integrated penetration and moving charge explosion are about 5 % - 3 0 % higher than those calculated by the traditional penetration and static charge explosion method.
Keywords：penetrationand moving charge explosion； concrete shield； scabbing limit；perforation limit； protective design
通常在防護(hù)結(jié)構(gòu)的重要部位設(shè)置普通混凝土（normal strength concrete，NSC）或超高性能混凝土（ultra-high performance concrete，UHPC）遮彈層，以抵抗鉆地武器戰(zhàn)斗部的侵徹和爆炸作用，合理設(shè)計遮彈層厚度可以有效地保障結(jié)構(gòu)內(nèi)部人員和裝備的安全。（剩余20077字）