Experimental and numerical analysis on progressive failure of hat-stiffened composite panels under four-point bending: effect of skin stiffness variation
Tianyu Wu , Jiafan Feng , Bojian Li , Bowen Gong , Yuzhong Ge , Wenting Ouyang , Huan Wang , Han Wang , Hua-Xin Peng
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引用次数: 0
Abstract
Hat-stiffened composite panels are critical structural components of aircraft fuselages, resisting significant bending loads under service conditions. Increasing skin stiffness is considered an approach to enhance their bending performance. In this study, specimens with three skin configurations were used, namely SP-12 (12-ply skin), SP-16 (16-ply skin), and SP-26 (26-ply skin). The effect of varying skin stiffness on four-point bending process was investigated through experiment and progressive damage simulation. It was observed that SP-12 exhibited brittle failure characterized by a single load drop, while SP-16 and SP-26 exhibited progressive failure characterized by multiple load drops. Higher skin stiffness significantly enhanced both initial damage load and final debonding failure load, while reducing the bending deformation. This was because increasing skin stiffness required higher load to drive bending deformation, while the interface strength was not enhanced. Varying skin stiffness altered the shear stress distribution, leading to additional debonding and changes in fracture mode at stringer-filler co-curing interface in SP-16 and SP-26. Delamination also occurred at stringer corners in these specimens affected by higher damage load. This also caused severe intralayer damage and cracks under higher load-bearing capability induced by skin stiffness increasing. Based on the above observations, this study provides insights into improving the bending performance of hat-stiffened composite panels.
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.