Numerical models for buckling, postbuckling and failure analysis of pre-damaged thin-walled composite struts subjected to uniform compression

被引:48
|
作者
Debski, H. [1 ]
Rozylo, P. [1 ]
Gliszczynski, A. [2 ]
Kubiak, T. [2 ]
机构
[1] Lublin Univ Technol, Dept Machine Design & Mechatron, Nadbystrzycka 36, PL-20618 Lublin, Poland
[2] Lodz Univ Technol, Dept Strength Mat, Stefanowskiego 1-15, PL-90924 Lodz, Poland
关键词
Thin-walled struts; FEM analysis; Buckling; Damage; Failure mechanism; LOW-VELOCITY IMPACT; BEHAVIOR; STRENGTH;
D O I
10.1016/j.tws.2019.02.030
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The paper investigates the stability and post-buckling states of compressed thin-walled composite struts with predamage as a result of low-velocity impact. The struts were made of a GFRP composite material with a symmetrical lay-up by the autoclave technique. The produced channel-section struts were subjected to 20 J impact in different areas of the structure: on the web and on the flange. The struts with composite damage were subjected to axial compression to investigate the effect of composite material damage on the stability and operation of the structure in the post-buckling range. A numerical analysis was performed by the finite element method to compare two models of composite material damage: the proposed Simplified Damage Model (SDM) and the model developed by Fardin Esrail and Christos Kassapoglou. The limit load when the structure loses its stability was determined by the progressive failure criterion, according to which damage initiation in the composite material is based on the Hashin criterion while damage evolution is described with the energy criterion.
引用
收藏
页码:53 / 65
页数:13
相关论文
共 50 条
  • [21] Local buckling, post-buckling and collapse of thin-walled channel section composite columns subjected to quasi-static compression
    Debski, Hubert
    Teter, Andrzej
    Kubiak, Tomasz
    Samborski, Sylwester
    COMPOSITE STRUCTURES, 2016, 136 : 593 - 601
  • [22] Progressive failure analysis of thin-walled Fibre Metal Laminate columns subjected to axial compression
    Banat, D.
    Mania, R. J.
    THIN-WALLED STRUCTURES, 2018, 122 : 52 - 63
  • [23] Tailoring the elastic postbuckling response of thin-walled cylindrical composite shells under axial compression
    Burgueno, Rigoberto
    Hu, Nan
    Heeringa, Annelise
    Lajnef, Nizar
    THIN-WALLED STRUCTURES, 2014, 84 : 14 - 25
  • [24] Investigation of the Buckling Behavior of Thin-Walled Conical Steel Shells Subjected to a Uniform External Pressure
    Pouya Taraghi
    Hossein Showkati
    Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2019, 43 : 635 - 648
  • [25] Investigation of the Buckling Behavior of Thin-Walled Conical Steel Shells Subjected to a Uniform External Pressure
    Taraghi, Pouya
    Showkati, Hossein
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2019, 43 (04) : 635 - 648
  • [26] Progressive failure analysis of thin-walled composite structures
    Cardenas, Diego
    Elizalde, Hugo
    Marzocca, Piergiovanni
    Abdi, Frank
    Minnetyan, Levon
    Probst, Oliver
    COMPOSITE STRUCTURES, 2013, 95 : 53 - 62
  • [27] Experiments on buckling behavior of thin-walled steel pipes subjected to axial compression and external pressure
    Badamchi, Kia
    Showkati, Hossien
    THIN-WALLED STRUCTURES, 2022, 174
  • [28] LOCAL BUCKLING AND CRIPPLING OF THIN-WALLED COMPOSITE STRUCTURES UNDER AXIAL-COMPRESSION
    REDDY, AD
    REHFIELD, LW
    BRUTTOMESSO, RI
    KREBS, NE
    JOURNAL OF AIRCRAFT, 1989, 26 (02): : 97 - 102
  • [29] Buckling analyses of thin-walled cylindrical shells subjected to multi-region localized axial compression: Experimental and numerical study
    Ma, He
    Jiao, Peng
    Li, Hongfei
    Cheng, Zhi
    Chen, Zhiping
    THIN-WALLED STRUCTURES, 2023, 183
  • [30] Failure analysis of thin-walled composite structures using independent advanced damage models
    Rozylo, P.
    COMPOSITE STRUCTURES, 2021, 262