Effect of fatigue loading on impact damage and buckling/post-buckling behaviors of stiffened composite panels under axial compression

被引:23
|
作者
Feng, Yu [1 ]
He, Yuting [1 ]
Zhang, Haoyu [1 ]
Tan, Xiangfei [1 ]
An, Tao [1 ]
Zheng, Jie [2 ]
机构
[1] Air Force Engn Univ, Aeronaut & Astronaut Engn Coll, Xian 710038, Peoples R China
[2] Aviat Ind Corp, Aircraft Inst 1, Xian 710089, Peoples R China
基金
中国国家自然科学基金;
关键词
Stiffened composite panels; Impact; Fatigue loading; Buckling; Post-buckling; LOW-VELOCITY IMPACT; POSTBUCKLING BEHAVIOR; CURVED PANELS; SIMULATION; PREDICTION; DESIGN;
D O I
10.1016/j.compstruct.2016.12.069
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Effect of fatigue loading on impact damage and buckling/post-buckling behaviors of stiffened composite panels under axial compression were studied in this paper. Barely visible impact damage (BVID) was introduced to stiffened composite panels. Damage areas and crater depths data were analyzed and their distributions were determined, whose upper limits were also calculated under different reliability. Then fatigue experiments were conducted on impact specimens. Damage areas, damage site shapes and crater depths were measured at every certain fatigue cycles. Compression after impact (CAI) as well as compression after impact and fatigue (CALF) were also studied, with a comparison of virgin specimens. The results exhibited impact damage and the following fatigue loading had no obvious influence on the bucking load and buckling modes. Additionally, failure modes of all types of specimens were similar, which included debonding and fracture of stiffeners together with splitting and cracking of skin bays. However, the average failure load of impact specimens decreased 9.9% compared to that of virgin specimens. Fatigue loading would lead a further decrease about 6.1% in failure load compared to impact specimens, although the impact damage had no obvious changes during and after fatigue loading. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:248 / 262
页数:15
相关论文
共 50 条
  • [41] Buckling behavior of stiffened composite panels with variable thickness skin under compression
    Zhao, Wei
    Xie, Zonghong
    Wang, Xinnian
    Li, Xiang
    Hao, Jie
    MECHANICS OF ADVANCED MATERIALS AND STRUCTURES, 2019, 26 (03) : 215 - 223
  • [42] Influence of Fillers on the Post-buckling Behavior of the Hat-Stiffened Composite Panels
    Liu, Longquan
    Guan, Zhongwei
    INTERNATIONAL JOURNAL OF AERONAUTICAL AND SPACE SCIENCES, 2023, 24 (05) : 1271 - 1282
  • [43] Post-buckling behavior and failure analysis of asymmetric sandwich panels under uniaxial compression
    Wu, Dake
    Gu, Xiaolei
    Peng, Ang
    Deng, Jian
    Cai, Deng'an
    Zhou, Guangming
    Wang, Xinwei
    JOURNAL OF SANDWICH STRUCTURES & MATERIALS, 2024, 26 (01) : 38 - 55
  • [44] Buckling of 120° stiffened composite cylindrical shell under axial compression - Experiment and simulation
    Li Chenghu
    Wu Zhe
    COMPOSITE STRUCTURES, 2015, 128 : 199 - 206
  • [45] Buckling and post-buckling analysis of cracked stiffened panels via an X-Ritz method
    Gulizzi, V.
    Oliveri, V.
    Milazzo, A.
    AEROSPACE SCIENCE AND TECHNOLOGY, 2019, 86 : 268 - 282
  • [47] Post-buckling Partial Similitude Scaled Model for Stiffened Cylinders under Axial Compression by Energy Method
    Yu, Wei
    Du, Siyu
    Zhu, Wanxu
    Zhang, Chuntao
    BUILDINGS, 2022, 12 (12)
  • [48] Reliability assessment of buckling strength for imperfect stiffened panels under axial compression
    Mouhat, O.
    Khamlichi, A.
    Limam, A.
    CANADIAN JOURNAL OF CIVIL ENGINEERING, 2015, 42 (12) : 1040 - 1048
  • [49] Analytical calculation of local buckling and post-buckling behavior of isotropic and orthotropic stiffened panels
    Stamatelos, D. G.
    Labeas, G. N.
    Tserpes, K. I.
    THIN-WALLED STRUCTURES, 2011, 49 (03) : 422 - 430
  • [50] Buckling optimization and post-buckling analysis of omega sub-stiffened composite panels using different cohesive interface properties
    Chagraoui, Hamda
    Lazghab, Tarek
    Soula, Mohamed
    THIN-WALLED STRUCTURES, 2023, 189