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超高强球面结构抗冲击试验研究OA

Experimental study on impact resistance of ultra-high-strength spherical structures

中文摘要英文摘要

为研究高强材料与异形结构联合防护下工程的抗侵彻能力,设计了一种超高强球面结构加固靶体,利用∅125 mm火炮开展了系列 400 m/s冲击速度下的侵彻试验,得到了弹体破坏形态和靶体侵彻深度等试验数据.结合半无限厚混凝土靶体的抗侵彻试验进行对比分析,探讨了材料高强力学性能以及球状偏航结构等因素对弹体偏转破碎、侵彻能力的影响.结果表明:在 400 m/s的侵彻速度下,设计的超高强球面结构的无量纲侵彻深度为 0.11,弹体偏转角为 83°,质量损失率达 23.66%,结构抗侵彻能力为C40 混凝土的 9 倍,防护能力较普通混凝土有显著提升.超高强球面结构的非对称撞击力促使来袭弹发生偏转破碎,使弹体头部产生严重侵蚀,并在侵彻过程中产生跳弹、二次着靶以及折断等行为,可有效阻挡弹体侵入结构内部,极大削弱来袭弹体在防护结构中的侵爆作用.

To explore the anti-penetration abilities of irregular structures made of high-strength alloy steel,a target enhanced with ultra-high-strength spherical structures(UHS-SS)was manufactured in this work.The UHS-SS is fabricated from ultra-high-strength steel(UHSS)and mechanically anchored to the target via threaded high-tensile rods,ensuring structural integrity under projectile penetration loading.A series of penetration tests at an impact velocity of 400 m/s was performed using a 125 mm diameter cannon.The yaw-induced projectile deflection was recorded at 5000 s-1,and the failure mode and penetration depth of the projectile were obtained.Through a comparative analysis of anti-penetration experimental results between semi-infinite concrete targets and UHS-SS-reinforced targets,the influences of ultra-high mechanical performances and the spherical yaw-inducing structure on the deflection and fragmentation of the projectile were disclosed.The test results reveal that at a penetration velocity of 400 m/s,the dimensionless penetration depth of the UHS-SS target is 0.11,and the penetration resistance of the UHS-SS target is about 9 times that of C40 concrete.The anti-penetration performance of UHS-SS is significantly enhanced in comparison to that of the ordinary concrete target.Furthermore,as the projectile penetrates the UHS-SS target,the resultant force on the projectile is in a different direction from that of the projectile velocity,which can deflect and shatter the projectile.The behavior of ricocheting off the surface,deflection-induced secondary impact,and fragmentation of the projectile occurred during the anti-penetration test of the UHS-SS target,and the maximal deflection angle was 83°during the experiment,preventing the projectile from penetrating the interior of the protective structure.The UHS-SS target has a severe erosion effect on the projectile at a lower speed of 400 m/s,which resulted in a mass loss rate of 23.66%in the experiment.Therefore,the risk of a ground-penetrating weapon penetrating the protective works and detonating is significantly reduced.

杨笑宇;陈万祥;黄俊轩;许正阳;陈建营;颉浩儒

中山大学土木工程学院,广东 珠海 519082中山大学土木工程学院,广东 珠海 519082||陆军工程大学爆炸冲击防灾减灾全国重点实验室,江苏 南京 210007||隧道工程灾变防控与智能建养全国重点实验室,广东 广州 510275中山大学土木工程学院,广东 珠海 519082中山大学土木工程学院,广东 珠海 519082中山大学土木工程学院,广东 珠海 519082陆军工程大学爆炸冲击防灾减灾全国重点实验室,江苏 南京 210007

数理科学

超高强钢异形结构偏航侵彻试验球面

ultra-high strength steelirregular structureyawpenetration testspherical structure

《爆炸与冲击》 2026 (6)

1-13,13

国家自然科学基金(52378548)江苏省自然科学基金(BK20221530)

10.11883/bzycj-2025-0134

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