振动与冲击
振動與遲擊
진동여충격
JOURNAL OF VIBRATION AND SHOCK
2014年
10期
167-171,188
,共6页
任韦波%许金余%刘远飞%苏灏扬
任韋波%許金餘%劉遠飛%囌灝颺
임위파%허금여%류원비%소호양
玄武岩纤维混凝土%高温%SHPB%冲击破碎%分形维数
玄武巖纖維混凝土%高溫%SHPB%遲擊破碎%分形維數
현무암섬유혼응토%고온%SHPB%충격파쇄%분형유수
basalt fiber reinforced concrete%elevated temperature%SHPB%impact crushing%fractal dimension
采用100 mm分离式霍普金森压杆试验系统,对高温后素混凝土(Plain Concrete,PC)及玄武岩纤维混凝土(Basalt Fiber Reinforced Concrete,BFRC)在冲击荷载作用下破碎块度分布、破碎分维及能耗特性进行研究。结果表明,冲击破坏后试件破碎块度分布为统计意义的分形,温度及弹速的升高导致试件破碎程度及分维值总体增大;BFRC分维在常温及600℃~800℃时普遍小于PC,在200℃~400℃时随弹速提高较PC先减小后增大,纤维掺量为0.2%时BFRC分维相对较大;同一温度下试件能耗密度随分维的增大而增大,相同能耗密度下分维随温度的升高而增大;BFRC分维随弹速的变化有两个临界速度特征点:起裂临界及粉碎临界弹速,在此弹速范围内,试件破碎分形演化特征明显,分维随弹速提高显著增大,且临界弹速随温度的升高逐渐下降。
採用100 mm分離式霍普金森壓桿試驗繫統,對高溫後素混凝土(Plain Concrete,PC)及玄武巖纖維混凝土(Basalt Fiber Reinforced Concrete,BFRC)在遲擊荷載作用下破碎塊度分佈、破碎分維及能耗特性進行研究。結果錶明,遲擊破壞後試件破碎塊度分佈為統計意義的分形,溫度及彈速的升高導緻試件破碎程度及分維值總體增大;BFRC分維在常溫及600℃~800℃時普遍小于PC,在200℃~400℃時隨彈速提高較PC先減小後增大,纖維摻量為0.2%時BFRC分維相對較大;同一溫度下試件能耗密度隨分維的增大而增大,相同能耗密度下分維隨溫度的升高而增大;BFRC分維隨彈速的變化有兩箇臨界速度特徵點:起裂臨界及粉碎臨界彈速,在此彈速範圍內,試件破碎分形縯化特徵明顯,分維隨彈速提高顯著增大,且臨界彈速隨溫度的升高逐漸下降。
채용100 mm분리식곽보금삼압간시험계통,대고온후소혼응토(Plain Concrete,PC)급현무암섬유혼응토(Basalt Fiber Reinforced Concrete,BFRC)재충격하재작용하파쇄괴도분포、파쇄분유급능모특성진행연구。결과표명,충격파배후시건파쇄괴도분포위통계의의적분형,온도급탄속적승고도치시건파쇄정도급분유치총체증대;BFRC분유재상온급600℃~800℃시보편소우PC,재200℃~400℃시수탄속제고교PC선감소후증대,섬유참량위0.2%시BFRC분유상대교대;동일온도하시건능모밀도수분유적증대이증대,상동능모밀도하분유수온도적승고이증대;BFRC분유수탄속적변화유량개림계속도특정점:기렬림계급분쇄림계탄속,재차탄속범위내,시건파쇄분형연화특정명현,분유수탄속제고현저증대,차림계탄속수온도적승고축점하강。
The dynamic fragmental characteristics of plain concrete (PC)and basalt fiber reinforced concrete (BFRC)after different temperatures including fragments distribution,fractal dimension and energy dissipation capacities under impact loading were investigated by using a 100 mm diameter split Hopkinson pressure bar (SHPB)apparatus.The experimental results revealed that the fragment distribution of specimens statistically has a fractal property under impact loading.The higher the temperature and projectile velocity,the severer the fragmentation and the larger the fractal dimension;the fractal dimension of BFRC is smaller than that of PC at room temperature and the range of 600 ℃to 800℃;compared with the fractal dimension of PC,that of BFRC decreases firstly and then increases with increase in projectile velocity at the range of 200 ℃ to 400 ℃;the volume fraction of 0.2% basalt fiber leads to a relatively higher fractal dimension of BFRC;the energy dissipation density increases with increase in fractal dimension under the same temperature,the fractal dimension under the same energy dissipation density increases with increase in temperature;there are two critical velocity points in the relationship between the fractal dimension of BFRC and projectile velocity,i.e., initial fracture critical projectile velocity and crushing critical projectile velocity;in this velocity range,the fractal evolution characteristics of fragmentation are obvious,the fractal dimension increases with increase in projectile velocity markedly;when the temperature increases,the critical projectile velocity drops gradually.