Impact mechanisms of aggregate on rigid projectile normal penetration into concrete target

被引:0
|
作者
Zhang J. [1 ,2 ]
Wang Z. [1 ,2 ]
Wang Z. [1 ,2 ]
Shu X. [1 ,2 ]
机构
[1] Institute of Applied Mechanics, College of Mechanical and Vehicle Engineering, Taiyuan University of Technology, Taiyuan
[2] Shanxi Key Laboratory of Material Strength and Structural Impact, Taiyuan University of Technology, Taiyuan
来源
Zhongguo Kexue Jishu Kexue/Scientia Sinica Technologica | 2021年 / 51卷 / 03期
关键词
Aggregate; Concrete; Deflection of projectile; Meso-scale model; Penetration resistance;
D O I
10.1360/SST-2020-0483
中图分类号
学科分类号
摘要
Concrete failure mechanisms under projectile penetration at a mesoscale level have recently attracted researchers' attention. Based on the three-dimensional (3D) mesoscale concrete model, the influences of aggregate strength, size, and volume fraction on deflection angle and penetration resistance of projectile were analyzed during the process of rigid projectile penetration into the concrete. Four stages of projectile deflected during the process of depth penetration were described. The measurement of the deflection angle of the projectile during the penetration process revealed the factors affecting ballistic stability. These factors were investigated quantitatively, and their critical values affecting the deflection angle of projectile were obtained. The effects of the key variables of coarse aggregate on penetration resistance were quantitatively studied. Then, the applicable conditions to satisfy the homogeneous assumption and the upper bounds of aggregate size and volume fraction were identified. The latter influenced the penetration resistance and were dependent on the aggregate configurations. Finally, the influencing mechanisms of coarse aggregate on the rigid projectile normal penetration into mesoscale concrete were described. The results reported here provide a theoretical and practical background for design optimization and safety assessment for protective engineering structures. © 2021, Science Press. All right reserved.
引用
收藏
页码:272 / 280
页数:8
相关论文
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