刚性平头弹正侵彻钢筋混凝土靶的阻力模型  

A resistance model for a rigid flat projectile penetrating a reinforced concrete target

作　　者：刘永佑 杨华伟 张杰 王志勇 王志华[1,2,3] LIU Yongyou;YANG Huawei;ZHANG Jie;WANG Zhiyong;WANG Zhihua(Institute of Applied Mechanics,Taiyuan University of Technology,Taiyuan 030024,Shanxi,China;Shanxi Key Laboratory of Material Strength&Structural Impact,Taiyuan 030024,Shanxi,China;School of Civil Engineering,Qinghai University,Xining 810016,Qinghai,China)

机构地区：[1]太原理工大学应用力学研究所,山西太原030024 [2]材料强度与结构冲击山西省重点实验室,山西太原030024 [3]青海大学土木工程学院,青海西宁810016

出　　处：《爆炸与冲击》2020年第3期51-59,共9页Explosion and Shock Waves

基　　金：国家自然科学基金(11390362,11702186);青海省科技计划项目(2017-ZJ-783);山西省“1331工程”重点创新团队。

摘　　要：本文基于素混凝土侵彻理论,将钢筋混凝土中钢筋的失效模式简化为弯曲剪切失效后,建立了刚性平头弹侵彻钢筋混凝土靶的阻力模型,侵彻深度的计算结果与Young公式吻合良好,表明本文提出的理论模型可较为合理地预测侵彻深度。进一步分析了不同着靶点的位置对弹体侵彻的影响,结果表明:当弹体直径与钢筋网眼尺寸的比值小于1时,弹体撞击到网眼中心处侵彻深度最大;当弹体直径与网眼尺寸的比值大于1时,最不利着靶点位置视其比值而定。最后,基于防护角度的最不利工况,建立了侵彻深度的工程计算公式。In this study,the resistance model of rigid flat-nosed projectile penetrating reinforced concrete target was established,in which the failure mode of reinforcing bar in reinforced concrete was simplified as bending shear failure on the foundation of plain concrete penetration theory.The calculation results of penetration depth agreed well with Young's formula.The results indicated that the model established in this study could reasonably predict the penetration depth.The results show that the penetration depth of the projectile impacting the mesh center is maximum when the ratio of the projectile diameter to the mesh size is less than 1,and the most unfavorable target position depends on the ratio when it exceeds 1.In view of protection,an engineering calculation formula of penetration depth was proposed under the most unfavorable working condition of.

关 键 词：侵彻 钢筋混凝土 弯曲剪切失效 阻力模型 

分 类 号：O385[理学—流体力学]