Nanfang Ma , Sihao Han , Chunlei Li , Buyun Su , Xin Li , Qiang Han , Xiaohu Yao
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引用次数: 0
Abstract
Origami-inspired honeycomb structures have garnered significant research interest in recent years. The re-entrant origami honeycomb (ROH) is proposed by combining the Miura origami and re-entrant honeycomb. The incorporation of origami units can significantly enhance the in-plane mechanical properties of the re-entrant honeycomb but reduces its out-of-plane load-bearing capacity. In this paper, the vertex-based hierarchical design is applied to the conventional ROH to improve the out-of-plane mechanical performance of the structure. The crashworthiness of the conventional ROH and the novel hierarchical re-entrant origami honeycomb (VHROH) is systematically investigated by experimental testing, theoretical analysis and numerical simulation. The results indicate that VHROH structure exhibits significantly enhanced impact resistance and energy absorption in both in-plane and out-of-plane directions compared with ROH structure. An in-depth analysis of the deformation patterns and energy absorption mechanisms elucidates the underlying reasons for the enhanced performance of the VHROH structure. Parametric analysis demonstrated that adjustments to substructure size and folding dihedral angle can effectively regulate the structure’s crashworthiness in both in-plane and out-of-plane directions. In addition, the negative Poisson’s ratio effect of the VHROH structure is diminished compared with that of the ROH structure in both in-plane and out-of-plane directions.
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.