增材制造菱形十二面体晶格在双轴压缩下屈服后响应及破碎模式的实验研究

IF 6.6 1区 工程技术 Q1 ENGINEERING, CIVIL Thin-Walled Structures Pub Date : 2025-08-01 Epub Date: 2025-04-17 DOI:10.1016/j.tws.2025.113331
Zhengping Sun , Junjie Zhang , Tuan Hua , Yuxuan Zheng , Yingqian Fu
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引用次数: 0

摘要

增材制造的灵活性促进了许多晶格结构的设计和表征,以增强能量吸收。由于晶格结构在防护应用中承受着复杂的载荷条件,因此通过实验确定晶格结构的多轴压缩特性是必要的。在本研究中,使用国产双轴试验机,配备定制的测试平台,沿着两个垂直的网格轴进行直接压缩。通过聚乳酸丝熔融沉积模型制备的弯曲为主的菱形十二面体晶格,在单轴压缩、单轴压缩和等双轴压缩下测试了其压缩响应。分析了三种应力状态下RD晶格的应力应变响应和破碎模式。研究发现,通过防止RD的横向扩张,可以提高其平台应力水平。此外,在双轴压缩下,晶格沿两个垂直轴同时增强了强度,出现了更多的变形局部化带。此外,还对不同载荷条件下RD晶格的吸能能力进行了评价。得出的结论是,由于在有限变形期间观察到更多的塑性破碎区,双轴压缩下可以耗散更多的能量。实验研究可以为实际应用中的新型耗散晶格设计提供新的见解。
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Experimental study on the post-yield responses and crushing patterns of additively manufactured Rhombic Dodecahedron lattices in biaxial compression
The flexibility of additive manufacturing facilitates the design and characterisation of numerous lattice configurations for enhanced energy absorption. As lattices sustain complex loading conditions in protective applications, it is essential to ascertain the multi-axial compressive behaviours of lattice structures by experiments. In this study, a homemade biaxial testing machine equipped with customised testing rigs was employed to prescribe direct compression along two perpendicular axes of lattices. The compressive responses of the bending-dominated Rhombic Dodecahedron lattice, fabricated via Fused deposition modelling with polylactic acid filaments, were examined by uniaxial compression, uniaxial compression with lateral expansion constrained, and equi-biaxial compression. The stress-strain responses and crushing patterns of the RD lattices subjected to the three stress states are analysed. It is found that the plateau stress levels of the RD are enhanced by preventing it from lateral expansion. Furthermore, simultaneously augmented strengths along two perpendicular axes are attained by the lattice subjected to biaxial compression, with more deformation localisation bands emerging. In addition, the energy absorption capacity of the RD lattice is also evaluated under various loading conditions. It is concluded that a larger amount of energy can be dissipated under biaxial compression, attributed to the more plastic crushing zones observed during finite deformation. The experimental study can provide new insights into novel lattice designs for energy dissipation in practice.
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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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