Xin Li , Yachen Xie , Ying Zhou , Guangyan Huang , Mengqi Yuan , Shaobo Qi , Hong Zhang
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引用次数: 0
Abstract
Three-dimensional (3D) woven fabrics are widely used in personal protection, vehicle armour and other impact resistance applications due to their superior energy absorption capability and damage tolerance against delamination. The expanding application of 3D woven fabrics in impact engineering necessitates further investigation into mechanical response. The ballistic responses - specifically damage modes, ballistic limits, and specific energy absorption - of 3D orthogonal and angle interlock woven fabrics were experimentally investigated, with a focus on the influence of areal density. Fabric areal density was systematically modified by modulating the fiber bundle count and the interlacing layer number. A primary-yarn-oriented meso‑macro hybrid-scale ballistic impact numerical model was established and verified for large-sized 3D woven fabrics with respect to ballistic limit and impact process. The numerical analysis focused on detailing the penetration characteristics, stress wave propagation, component yarn deformation and energy distribution within the 3D orthogonal and angle interlock woven fabrics under ballistic impact. The results indicated that reducing the yarn’s fiber bundles count and increasing the layer count could improve the ballistic limit of 3D woven fabrics. However, reducing the fiber bundle count proved to be a more effective strategy for enhancing the specific energy absorption capacity. The Mises stress propagation was hindered in the binder yarns due to the buckling. The gradual straightening of binder yarns caused the warp length of the fabric bulge to exceed the weft length. The projectile’s kinetic energy was shown to transform into the fabric’s kinetic energy, internal energy and the frictional dissipation energy throughout the impact duration.
期刊介绍:
Thin-walled structures comprises an important and growing proportion of engineering construction with areas of application becoming increasingly diverse, ranging from aircraft, bridges, ships and oil rigs to storage vessels, industrial buildings and warehouses.
Many factors, including cost and weight economy, new materials and processes and the growth of powerful methods of analysis have contributed to this growth, and led to the need for a journal which concentrates specifically on structures in which problems arise due to the thinness of the walls. This field includes cold– formed sections, plate and shell structures, reinforced plastics structures and aluminium structures, and is of importance in many branches of engineering.
The primary criterion for consideration of papers in Thin–Walled Structures is that they must be concerned with thin–walled structures or the basic problems inherent in thin–walled structures. Provided this criterion is satisfied no restriction is placed on the type of construction, material or field of application. Papers on theory, experiment, design, etc., are published and it is expected that many papers will contain aspects of all three.