欢迎访问《兵工学报》官方网站,今天是

兵工学报

• •    下一篇

泡沫铝弹冲击下柱面负泊松比蜂窝夹芯结构防护钢板动态响应特性

廖瑜1,2*,蒋新生1,田镇华1,王文康1,罗德涛3   

  1. 1. 陆军勤务学院, 重庆 401331; 2. 空军工程大学 航空工程学院,陕西 西安 710038; 3 95794部队, 湖北 随州20024
  • 收稿日期:2025-01-08 修回日期:2025-03-16
  • 基金资助:
    国家自然科学基金项目(12302453);中国博士后科学基金面上项目(2022M723862);重庆市自然科学基金面上项目(CSTB2022NSCQ-MSX0188)

Dynamic Response Characteristics of Cylindrical Auxetic Honeycomb Sandwich-Structured Protective Steel Plates under Foam Aluminum Projectile Impact

Liao Yu1,2*,Jiang Xinsheng1, Tian Zhenhua1, Wang Wenkang2, Luo Detao3   

  1. 1. Army Logistics Academy of PLA, Chongqing 401331, China; 2.Aeronautics Engineering College, Air Force Engineering University, Xi’an 710038, Shaanxi, China; 3. PLA of Unit No.95794, Suizhou 200240, Hubei, China
  • Received:2025-01-08 Revised:2025-03-16

摘要: 为解决油库地面钢制储罐的爆炸防护问题,设计并制备一种二维柱面双梯形负泊松比蜂窝夹芯结构(cylindrical double-trapezoidal auxetic honeycomb sandwich structure,CDT-AHSS)来为其穿上“防爆服”。通过推导该结构几何参数内联关系,解决装配偏差及相对密度预测问题。采用基于泡沫铝弹冲击的爆炸荷载模拟加载技术,弹型选用柱面平底弹,冲击速度为254m/s,结合试验与高保真度有限元数值模拟,测试并分析了CDT-AHSS防护钢板在泡沫铝弹冲击下的力学性能。研究结果表明:局部强冲击荷载作用下,CDT-AHSS呈现负泊松比变形特征。通过二次非均匀胞元重构、低梯形阻滞效应和高梯形易变形性的相互协同作用,CDT-AHSS在降低钢板整体变形和峰值振动速度,以及分散局部强冲击荷载方面,优于相同质量和附加高度的柱面六边形蜂窝夹芯结构(cylindrical hexagonal honeycomb sandwich structure, C-HHSS)。然而,采用铆固界面连接工艺还不足以完全保证结构界面应力传递的连续性及整体变形的协调性。

关键词: 柱面蜂窝结构, 负泊松比, 钢板, 泡沫铝弹, 局部强动载

Abstract: To address the challenge of explosion protection for ground steel storage tanks in oil storage facilities, a two-dimensional cylindrical double-trapezoidal auxetic honeycomb sandwich structure (CDT-AHSS) has been developed to serve as an ‘explosion-proof shield’. The structural design incorporates an interrelationship between geometric parameters that resolves assembly misalignment issues and enable the prediction of relative density. Through experimental tests and high-fidelity finite element simulations, the mechanical performance of CDT-AHSS-protected steel plates was evaluated under impact loading using cylindrical flat-bottomed foam aluminum projectiles (impact velocity: 254 m/s) to simulate localized blast effects. Results demonstrate that under localized, intense impact loading, the CDT-AHSS exhibits significant auxetic deformation characteristics. The synergistic effects of secondary non-uniform porous reconstruction, low trapezoidal blocking resistance, and high trapezoidal structural deformability result in superior performance compared to cylindrical hexagonal honeycomb sandwich structure (C-HHSS) with equivalent mass and height. Specifically, CDT-AHSS demonstrates reduced overall deformation, lower peak vibration velocity, and improved dispersion of local impact loads. However, challenges persist in the riveted interface process, which fails to fully ensure the continuity of stress transmission and the coordinated deformation across the entire structure.

Key words: cylindrical auxetic honeycomb, negative Poisson's ratio, steel plate, foam aluminum projectile, local strong dynamic load

中图分类号: