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超高强堆石混凝土抗侵彻性能研究

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以 2 000 lb半穿甲弹为研究对象,从研制C120 超高强堆石混凝土材料着手,研究超高强堆石混凝土抗侵彻性能.通过C120 超高强堆石混凝土抗侵彻性能靶体试验和数值模拟,综合分析靶体试验和数值模拟的侵彻深度,结合修正的别列赞侵彻深度计算公式,计算出C120 超高强堆石混凝土侵彻系数,通过对比混凝土侵彻系数发现,超高强堆石混凝土抗侵彻性能优于同强度混凝土材料.
Research on penetration resistance of ultra-high strength rock-filled concrete
This article studied the penetration resistance of ultra-high strength rock-filled concrete against the semi-armour piercing projectile of 2 000 lb by developing C120 ultra-high strength rock-filled concrete.It con-ducted numerical simulations and target tests of the penetration resistance of C120 ultra-high strength rock-filled concrete,analyzed the penetration depth of the simulations and tests,and calculated the penetration coefficient of C120 ultra-high strength rock-filled concrete by using the modified Berezan penetration depth formula.By compa-ring the concrete penetration coefficient,the penetration resistance of ultra-high strength rock-filled concrete is proved to be better than the concrete materials of same strength.

ultra-high strength rock-filled concretepenetration resistanceprotective engineering

唐曾智、郭东、侯晓峰、王昊坤、伊超

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海军研究院

超高强堆石混凝土 抗侵彻性能 防护工程

2024

防护工程
总参谋部工程兵科研三所

防护工程

影响因子:0.2
ISSN:
年,卷(期):2024.46(4)
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