Huang Heyuan, Zhang Xuanjia, Dong Zhicheng, Wang Dong
School of Aeronautics, Northwestern Polytechnical University, Xi'an, 710072, China.
Aircraft Strength Research Institute, Aviation Industries of China, Xi'an, 710072, China.
Sci Rep. 2021 Oct 22;11(1):20940. doi: 10.1038/s41598-021-00275-w.
With the continuous improvement of the mechanical properties of composite materials, the adhesive interface performance of composite T-stiffened panels has become a critical factor in determining the overall structural strength. However, little work has been reported on the mechanical properties of adhesive interfaces in composite T-stiffened panels under lateral bending and shear loading. Especially, there is no clear explanation on the damage evolution law of structural properties for the interface with defects, which greatly influenced the use of T-stiffened composite structures. In this paper, the mechanical properties of T1100/5405 composite T-stiffened laminates under lateral bending and shear loading are experimentally and numerically investigated. The load-bearing capacities for the panels with intact and defected adhesive interfaces are compared, the damage evolution law of typical T-stiffened structures is further explored. Based on the continuum damage model (CDM) and the cohesive zone model (CZM), the constitutive models of the adhesive layer and the composite material are established respectively. Good agreements between experimental and numerical profiles illustrate that damages mainly occur on the loading side and the corner of the L-type ribs under lateral bending conditions, while damages extend from both sides of the interface layer to the center under shear loading. When a prefabricated defect exists, damages extend from the defect location along the loading direction. At the same time, the analysis shows that the lay-up of the surface layer, the chamfer radius, and the width of T-type ribs have a great influence on the structural load-bearing capacity, but less on the damage evolution form.
随着复合材料力学性能的不断提高,复合材料T型加筋板的粘结界面性能已成为决定整体结构强度的关键因素。然而,关于复合材料T型加筋板在横向弯曲和剪切载荷作用下粘结界面力学性能的研究报道较少。特别是,对于含缺陷界面的结构性能损伤演化规律尚无明确解释,这极大地影响了T型加筋复合材料结构的应用。本文通过试验和数值模拟研究了T1100/5405复合材料T型加筋层合板在横向弯曲和剪切载荷作用下的力学性能。比较了粘结界面完好和有缺陷的板的承载能力,进一步探索了典型T型加筋结构的损伤演化规律。基于连续损伤模型(CDM)和内聚力区模型(CZM),分别建立了粘结层和复合材料的本构模型。试验和数值结果的良好吻合表明,横向弯曲条件下损伤主要发生在L型肋的加载侧和角部,而剪切载荷作用下损伤从界面层两侧向中心扩展。当存在预制缺陷时,损伤从缺陷位置沿加载方向扩展。同时分析表明,表层铺层、倒角半径和T型肋宽度对结构承载能力有较大影响,但对损伤演化形式影响较小。