浙江大学学报(工学版)
浙江大學學報(工學版)
절강대학학보(공학판)
JOURNAL OF ZHEJIANG UNIVERSITY(ENGINEERING SCIENCE)
2015年
4期
616-625,637
,共11页
程怡豪%王明洋%施存程%李浪%孙敖
程怡豪%王明洋%施存程%李浪%孫敖
정이호%왕명양%시존정%리랑%손오
混凝土%冲击%侵彻%速度区间
混凝土%遲擊%侵徹%速度區間
혼응토%충격%침철%속도구간
concrete%impact%penetration%velocity range
为了评估混凝土材料的抗冲击侵彻性能,基于既有的试验结果在4个冲击速度区间内围绕混凝土靶的破坏特点及若干要素对靶体行为的影响规律展开论述.总结2种主要的速度分区思路,建议综合考虑材料动力学响应特征和表观侵彻现象的4个速度区间,按照从低速到超高速的顺序展开论述:在低速区间内(撞击速度不超过40 m/s )简要介绍梁、柱、板壳的破坏模式,中速区间内(撞击速度为40~1000 m/s )论述弹靶相对尺寸、粗骨料、单轴抗压强度和钢筋对混凝土厚靶侵彻效应的影响,高速区间内(撞击速度为1.0~2.0km/s)描述半流体转变速度和成坑效应,超高速区间内(撞击速度超过2 km/s)描述密度效应占主导的流体侵彻行为.对未来混凝土材料侵彻效应的研究提出若干建议.
為瞭評估混凝土材料的抗遲擊侵徹性能,基于既有的試驗結果在4箇遲擊速度區間內圍繞混凝土靶的破壞特點及若榦要素對靶體行為的影響規律展開論述.總結2種主要的速度分區思路,建議綜閤攷慮材料動力學響應特徵和錶觀侵徹現象的4箇速度區間,按照從低速到超高速的順序展開論述:在低速區間內(撞擊速度不超過40 m/s )簡要介紹樑、柱、闆殼的破壞模式,中速區間內(撞擊速度為40~1000 m/s )論述彈靶相對呎吋、粗骨料、單軸抗壓彊度和鋼觔對混凝土厚靶侵徹效應的影響,高速區間內(撞擊速度為1.0~2.0km/s)描述半流體轉變速度和成坑效應,超高速區間內(撞擊速度超過2 km/s)描述密度效應佔主導的流體侵徹行為.對未來混凝土材料侵徹效應的研究提齣若榦建議.
위료평고혼응토재료적항충격침철성능,기우기유적시험결과재4개충격속도구간내위요혼응토파적파배특점급약간요소대파체행위적영향규률전개논술.총결2충주요적속도분구사로,건의종합고필재료동역학향응특정화표관침철현상적4개속도구간,안조종저속도초고속적순서전개논술:재저속구간내(당격속도불초과40 m/s )간요개소량、주、판각적파배모식,중속구간내(당격속도위40~1000 m/s )논술탄파상대척촌、조골료、단축항압강도화강근대혼응토후파침철효응적영향,고속구간내(당격속도위1.0~2.0km/s)묘술반류체전변속도화성갱효응,초고속구간내(당격속도초과2 km/s)묘술밀도효응점주도적류체침철행위.대미래혼응토재료침철효응적연구제출약간건의.
Impact experimental results for concrete targets and the factors influencing target behaviors in four velocity ranges were presented in order to evaluate the impact resistance of concrete .Two types of velocity partition means were concluded and four velocity ranges were suggested based on material dynamic responses and apparent penetration behaviors .The experimental studies were reviewed from low velocity to hypervelocity .In low velocity range(impact velocity within 40 m/s) ,failure modes of beams ,columns , slabs and shells were briefly summarized .In medium velocity range(impact velocity between 40 m/s and 1 km/s) ,the effects of relative diameter of missile to target , coarse aggregate , uniaxial compressive strength and steel bar on the thick target penetration were discussed . In high velocity range (impact velocity between 1 km/s and 2 km/s) ,the semi‐hydrodynamic transition velocity and cratering effects were introduced .In hypervelocity range (impact velocity over 2 km/s) ,the density‐dominant hydrodynamic penetration phenomena were described .Some research proposals on concrete penetration were given for the further study .