Damage assessment of channel section columns subjected to uniform compression

被引:7
|
作者
Gliszczynski, A. [1 ]
Jakubczak, P. [2 ]
Kubiak, T. [1 ]
Bienias, J. [2 ]
机构
[1] Lodz Univ Technol, Fac Mech Engn, Dept Strength Mat, Stefanowskiego 1-15, PL-90924 Lodz, Poland
[2] Lublin Univ Technol, Fac Mech Engn, Dept Mat Engn, Nadbystrzycka 36, PL-20618 Lublin, Poland
关键词
Thin-walled structure; Composite failure; Damage assessment; Ultrasonic phased array; Computed microtomography; COMPOSITE COLUMNS; POSTBUCKLING RESPONSE; FAILURE ANALYSIS; BEAMS; STABILITY; BEHAVIOR; LOAD;
D O I
10.1016/j.compstruct.2018.02.079
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The paper presents the failure analysis of compressed channel section profile made of GFRP material. Three symmetrical arrangements of layers were considered: [90/0/90/0]s, [90/-45/45/0]s, [45/-45/90/0]s. In order to characterize the failure process, visual inspection, ultrasonic phased array, non-destructive testing and computer microtomography were used. Damage analysis based on studies of external and internal damage of investigated structure allowed for identification of characteristic failure modes and mechanisms. It was shown that the dominant form of destruction in the quasi-orthotropic system are matrix cracks coupled with the presence of extensive delamination while in quasi-isotropic systems more concentrated damage was noticed, in which the cracking/rapture of fibers localized in the column's corners determined the initiation of the failure mechanism and the carrying capacity loss. In addition, it was noted that the fiber directions of the outer layers determined the directions of matrix cracks and delamination propagation.
引用
收藏
页码:500 / 510
页数:11
相关论文
共 50 条
  • [31] Assessment for local buckling coefficient of I-section web under uniform compression
    El-Adly, M. Said
    Serror, M.H.
    Hassan, A.F.
    Journal of Engineering and Applied Science, 2011, 58 (05): : 403 - 415
  • [32] Numerical damage evaluation assessment of blast loaded steel columns with similar section properties
    Momeni, Mohammad
    Hadianfard, Mohammad Ali
    Bedon, Chiara
    Baghlani, Abdolhossein
    STRUCTURES, 2019, 20 : 189 - 203
  • [33] Damage assessment of jacketed columns
    Feng, MQ
    Bahng, EY
    STRUCTURAL ENGINEERING IN THE 21ST CENTURY, 1999, : 357 - 360
  • [34] Damage Effect Analysis of H-Section Steel Columns Subjected to Synergistic Effects of Vehicle Impact and Blast
    Tian L.
    Mao Z.
    Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology, 2019, 52 (07): : 709 - 718
  • [35] OPTIMUM CROSS-SECTION OF CHANNEL COLUMNS
    YOSHIDA, H
    MAEGAWA, K
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1979, 21 (03) : 149 - 160
  • [36] LRFD Approach for FRP Channel Section Columns
    Razzaq, Zia
    Sirjani, Mojtaba B.
    Prabhakaran, Ram
    JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 2009, 28 (12) : 1409 - 1415
  • [37] Experimental investigation of pre-damaged thin-walled channel section column subjected to compression
    Gliszczynski, A.
    Kubiak, T.
    Borkowski, L.
    COMPOSITES PART B-ENGINEERING, 2018, 147 : 56 - 68
  • [38] Buckling and Limit States of Composite Profiles with Top-Hat Channel Section Subjected to Axial Compression
    Rozylo, Patryk
    Debski, Hubert
    Kral, Jan
    COMPUTER METHODS IN MECHANICS (CMM2017), 2018, 1922
  • [39] BEHAVIOR OF PARTIALLY ENCASED COMPOSITE COLUMNS SUBJECTED TO ECCENTRIC COMPRESSION
    Zhao, Gentian
    Cao, Fubo
    Wang, Shan
    Wan, Xin
    PROCEEDINGS OF THE TWELFTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS I AND II, 2012, : 1422 - 1426
  • [40] Creep analysis of CFT columns subjected to eccentric compression loads
    Han, Bing
    Wang, Yuan-feng
    Wang, Qian
    Zhang, Dian-jie
    COMPUTERS AND CONCRETE, 2013, 11 (04): : 291 - 304