Zhengping Sun , Junjie Zhang , Tuan Hua , Yuxuan Zheng , Yingqian Fu
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引用次数: 0
Abstract
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.
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.