Development and validation of an equivalent honeycomb model

IF 6.6 1区 工程技术 Q1 ENGINEERING, CIVIL Thin-Walled Structures Pub Date : 2025-05-01 Epub Date: 2025-02-07 DOI:10.1016/j.tws.2025.113058
Jiaming Wang , Haifeng Yang , Zhigang Li , Yi Xie , Jianyu Gao , Fangyu Chen , Huiqing Lan
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Abstract

Due to their low density, high strength and high specific energy absorption, honeycombs have been widely employed as excellent energy-absorbing structures in crashworthiness design. However, the computational cost of detailed finite element (FE) models of honeycombs is prohibitively high, due to the small size and large number of elements involved. Therefore, to reduce computational time while ensuring accuracy, equivalent modeling methods for honeycombs are of particular interest to researchers. In this study, tests were conducted on aluminum honeycombs to investigate anisotropy, strain rate effects and tearing effects. The results indicated that the compressive strength decreased with increasing off-axis angles and increased with rising strain rates, and it was enhanced due to the tearing force. Based on the test results, the basic mechanical parameters, including elastic modulus, plateau stress, densification strain, and densification modulus, were obtained. More importantly, a continuous solid equivalent honeycomb model was developed, in which a modified Hill48 yield criterion and a segmented linearity rate-dependent hardening model were adopted to describe the anisotropic properties and strain rate effect of the honeycomb, and beam elements with failure criteria were utilized to characterize the tearing effect. The developed equivalent constitutive model was implemented into LS-DYNA via user material subroutine (UMAT) for numerical simulation. The simulation results were highly consistent with the test results, demonstrating the reliability of this equivalent honeycomb model.
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蜂窝等效模型的开发与验证
蜂窝结构由于具有低密度、高强度和高比能吸收的特点,作为优良的吸能结构被广泛应用于耐撞设计中。然而,蜂窝的详细有限元(FE)模型的计算成本是令人望而却步的高,由于小尺寸和大量的元素所涉及的。因此,为了在保证计算精度的同时减少计算时间,蜂窝等效建模方法是研究人员特别感兴趣的问题。本研究对铝蜂窝进行了各向异性、应变速率效应和撕裂效应的实验研究。结果表明:试样的抗压强度随离轴角的增大而减小,随应变速率的增大而增大;根据试验结果,得到了弹性模量、高原应力、致密化应变、致密化模量等基本力学参数。建立了连续固体等效蜂窝模型,采用改进的Hill48屈服准则和分段线性率相关硬化模型来描述蜂窝的各向异性和应变率效应,并采用带破坏准则的梁单元来表征撕裂效应。将所建立的等效本构模型通过用户材料子程序(UMAT)实现到LS-DYNA中进行数值模拟。仿真结果与试验结果高度吻合,证明了该等效蜂窝模型的可靠性。
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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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