多层织物复合材料与弹道防护-混合数值方法和弹道测试中的非牛顿剪切加厚相结合
Maciej Roszak1, Dariusz Pyka1, Mirosław Bocian1
1Department of Mechanics, Materials Science and Biomedical Engineering, Wrocław University of Science and Technology, Smoluchowskiego 25, 50-370 Wrocław, Poland.
Polymers
|September 9, 2023
概括
这项研究测试了多层弹道复合材料与非牛顿流体和一个新的DCPD矩阵. 数字模拟与弹道测试密切匹配,显示改进的防弹盔甲的偏斜率降低.
科学领域:
- 材料科学 材料科学 材料科学
- 机械工程 机械工程
- 弹道学 弹道学 弹道学
背景情况:
- 多层织物是低级弹道盾牌中针对手枪子弹的标准.
- 结合剪切加厚的非牛顿流体和新型矩阵可以增强动态偏移电阻.
- 开发精确和简化的数值模型对于在冲击下的材料行为预测至关重要.
研究的目的:
- 评估多层复合材料的弹道性能,其中包括非牛顿流体和DCPD矩阵.
- 对实验弹道测试数据进行数值模拟方法的验证.
- 调查新材料组合在减少弹子偏移方面的有效性.
主要方法:
- 制造两种多层复合样本:一种具有阿拉米德/热塑性外层和六角细胞非牛顿流体核心,以及具有DCPD矩阵的Twaron准阿拉米德织物背面.
- 使用Abaqus/Explicit进行数值模拟,用于投射材料采用约翰逊-库克模型,用于非牛顿流体采用Up-Us EOS,并将织物层视为正极材料.
- 复合材料层的均质化和应变标准的应用与光滑粒子水力学 (SPH) 用于断裂力学分析.
- 使用9×19毫米的Parabellum FMJ射弹以370±10米/秒的速度对复合样本进行弹道测试,然后与模拟结果进行比较.
主要成果:
- 数字模拟显示了与实验弹道测试结果的高相关性,验证了同质化和建模方法.
- 与之前的研究相比,非牛顿流体组成有效降低了曲.
- 在支板中加入二cyclopentadiene (DCPD) 矩阵显著降低了曲值,表明弹道盾技术的新进展.
结论:
- 开发的数值模型准确地预测了测试的多层复合材料的弹道冲击行为.
- 剪切加厚非牛顿流体和DCPD矩阵的组合提供了一个有希望的策略,通过最大限度地减少偏移来增强弹道保护.
- 这项研究为具有卓越性能特征的弹道盾提供了一种新型材料设计.
相关概念视频
Bending of Members Made of Several Materials
207
In analyzing a structural member composed of two different materials with identical cross-sectional areas, it is crucial to understand how their distinct elastic properties affect the member's response under load. The analysis involves assessing stress and strain distributions using the transformed section concept, which accounts for variations in material properties.
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each...
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each...
207
Unsymmetric Loading of Thin-Walled Members
133
Thin-walled members with non-symmetrical cross-sections are vital to engineering structures, offering material efficiency and structural integrity. However, unsymmetrical loading on these members leads to complex stress distributions, resulting in simultaneous bending and twisting can cause deformation or structural failure. The interaction between bending and twisting requires detailed analysis to ensure structural resilience.
The concept of the shear center is crucial in countering the...
The concept of the shear center is crucial in countering the...
133
Unsymmetric Loading of Thin-Walled Members: Problem Solving
132
The shear center of a channel section with uniform thickness, height, and width, is determined by computing the shear force in the member and calculating the moments of inertia of the sections.
To compute the shear forces, find the shear flow at a specific distance from the endpoint using the vertical shear and the moment of inertia values. The total shear force on the flange is calculated by integrating the shear flow from one end of the flange to the other.
Next, calculate the moments of...
To compute the shear forces, find the shear flow at a specific distance from the endpoint using the vertical shear and the moment of inertia values. The total shear force on the flange is calculated by integrating the shear flow from one end of the flange to the other.
Next, calculate the moments of...
132
Generalized Hooke's Law
1.1K
The generalized Hooke's Law is a broadened version of Hooke's Law, which extends to all types of stress and in every direction. Consider an isotropic material shaped into a cube subjected to multiaxial loading. In this scenario, normal stresses are exerted along the three coordinate axes. As a result of these stresses, the cubic shape deforms into a rectangular parallelepiped. Despite this deformation, the new shape maintains equal sides, and there is a normal strain in the direction of the...
1.1K
Thin-Walled Hollow Shafts
210
In analyzing a thin-walled hollow shaft subjected to torsional loading, a segment with width dx is isolated for examination. Despite its equilibrium state, this segment faces torsional shearing forces at its ends. These forces are quantitatively described by the product of the longitudinal shearing stress on the segment's minor surface and the area of this surface, leading to the concept of shear flow. This shear flow is consistent throughout the structure, indicating a uniform distribution...
210


