梯度重入蜂窝与准zpr和改善面外灵活性通过可调的水平韧带

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL
Lin Yuxuan , Zhong Yifeng , Poh Leong Hien , Tang Yuxin , Liu Rong
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引用次数: 0

摘要

可变形机翼的柔性外壳依靠蜂窝芯来适应空气动力学形状。然而,传统的再入式蜂窝(CRH)的面外柔韧性不能在不影响平面刚度的情况下得到改善。为了克服这一限制,引入了一种新的梯度再入蜂窝(GRH)设计,该设计结合了水平韧带。采用变分渐近方法建立了复杂GRH结构的多尺度本构框架。该框架的结果是多细胞GRH的三维等效柯西模型(3D-ECM)和GRH面板的二维等效板模型(2D-EKM)。通过对3D打印的多细胞GRH试件进行单轴压缩和拉伸试验,并通过数值模拟评估GRH面板的面外和面内行为,证实了这些等效模型的有效性和准确性。与CRH相比,GRH的面外弹性模量降低了23.0%,面内弹性模量增加了66.7%。最佳GRH参数——重入角为80°,水平韧带与斜壁长度比为1.2,壁厚比为0.15,水平韧带与细胞高度比为0.4——确保了高面内刚度、面外灵活性、准zpr和低有效密度,使该结构成为轻量化、高性能应用的理想选择。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Gradient re-entrant honeycomb with quasi-ZPR and improved out-of-plane flexibility through tunable horizontal ligaments
Flexible skins for morphing aircraft wings rely on honeycomb cores to adapt to aerodynamic shapes. However, the out-of-plane flexibility of the conventional re-entrant honeycomb (CRH) cannot be improved without compromising flatwise stiffness. To overcome this limitation, a novel gradient re-entrant honeycomb (GRH) design that incorporates horizontal ligaments is introduced. A multiscale constitutive framework is established using the variational asymptotic method to model complex GRH structures. This framework results in a three-dimensional equivalent Cauchy model (3D-ECM) for multicellular GRH and a two-dimensional equivalent plate model (2D-EKM) for GRH panels. The efficacy and accuracy of these equivalent models are confirmed through uniaxial compression and tensile tests on 3D printed multicellular GRH specimens, complemented by numerical simulations evaluating the out-of-plane and in-plane behaviors of GRH panels. Compared to the CRH, the GRH demonstrates a 23.0% reduction in out-of-plane elastic modulus and a 66.7% increase in in-plane elastic modulus. The optimal GRH parameters — re-entrant angle of 80°, horizontal ligament-to-inclined wall length ratio of 1.2, wall thickness ratio of 0.15, and horizontal ligament-to-cell height ratio of 0.4 — ensure high in-plane stiffness, out-of-plane flexibility, quasi-ZPR, and low effective density, making the structure ideal for lightweight, high-performance applications.
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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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