近距离爆炸作用下工程尺度激光焊接金字塔格芯板的动力特性

IF 6.6 1区 工程技术 Q1 ENGINEERING, CIVIL
Wenhao Wang , Jianhua Dong , Dongyu Shi , Jue Han , Hualin Fan
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引用次数: 0

摘要

金字塔格芯板能够满足轻量化和高阻力的要求,在国防工程中具有显著的优势。本研究旨在提出一种实用的方法,通过激光切割和焊接制造尺寸大于1.0 m的大型PLSPs。选用屈服强度为640mpa的2205不锈钢作为基材,以抵抗强烈的爆炸冲击。通过实验和数值分析,研究了聚苯乙烯聚苯乙烯对爆炸的动态响应。对于本研究的plsp,临界缩放距离为1.254 m/kg1/3。随着尺度距离的减小,岩心逐渐发生屈曲,随后发生压实,导致plsp发生较大变形。建立了带阻尼的有限元模型,其最大位移预测误差小于20%。前面板、点阵芯和后面板耗散的能量分别接近总耗散的20%、50%以上和30%以上。与等质量实心板相比,PLSPs的位移响应在弹性阶段衰减80%以上,在塑性阶段衰减20%以上。同时,在类似的空爆条件下,与其他尺寸相近的大型夹层板相比,PLSPs的变形较小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Dynamic behaviors of engineering-scaled laser-welded pyramid lattice sandwich panels under close-in explosions
Pyramid lattice sandwich panels (PLSPs) could meet the requirements of lightweight and high resistance, which has significant advantages in defense engineering. This study aims to propose a practical method to manufacture large-scaled PLSPs through laser cutting and welding with dimension over 1.0 m. Stainless steel 2205 with yielding strength of 640 MPa was chosen as the base material to resist strong explosion impacts. The dynamic responses against explosion of PLSPs were investigated via experimental tests and numerical analyses. For PLSPs in this study, the critical scaled distance is 1.254 m/kg1/3. With the scaled distance decreasing, progressively buckling of the core occurs, followed by compaction, leading to large deformation of PLSPs. Finite element model (FEM) with damping was established, whose maximum displacement prediction error is less than 20 %. The energy dissipated by the front face sheet, the lattice core and the back face sheet is close to 20 %, over 50 % and over 30 % of the total energy dissipation, respectively. Compared with solid plate with equal mass, the displacement response of PLSPs shows significant attenuation over 80 % in elastic stage and over 20 % in plastic stage. Meanwhile, PLSPs exhibited smaller deformation compared to other large-scale sandwich panels with close dimensions tested under similar airburst conditions.
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来源期刊
Thin-Walled Structures
Thin-Walled Structures 工程技术-工程:土木
CiteScore
9.60
自引率
20.30%
发文量
801
审稿时长
66 days
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.
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