Bearing Capacity Analysis of CFRP Strengthened Steel Plate with Hole under Axial Tension under Load

被引:0
|
作者
Sun, Yanan [1 ]
Li, Pengfei [2 ]
机构
[1] Shandong Jianzhu Univ, Coll Civil Engn, Fengming Rd, Jinan 250101, Shandong, Peoples R China
[2] Zibo Architectural Design & Res Inst, Coll Civil Engn, 15 Renmin West Rd, Zibo 255000, Shandong, Peoples R China
关键词
D O I
10.1088/1755-1315/233/3/032028
中图分类号
V [航空、航天];
学科分类号
08 ; 0825 ;
摘要
In view of the CFRP reinforcement with a central holed plate under load, the ABAQUS software is used to simulate the axial tension of the component, which provides the theoretical basis for the application of CFRP reinforcement with the central holed bearing steel plate under the load, and establishes the numerical model of the CFRP reinforcement with the center holed plate under the load. Under the condition of equal stiffness, the influence of the different load percentage of CFRP on the bearing capacity of the holed steel plate under non load and the bearing capacity of the holed plate under the load is analyzed.The simulation results show that, for the condition that the holed steel plate reinforced with CFRP is not considered under the load, the yield load and the ultimate load of the holed steel members reinforced by the CFRP reinforcement can be obviously improved. And then the finite element simulation of the holed steel plate with CFRP reinforcement under the load is carried out. We can conclude that the ultimate load of reinforced components decreases with increasing loading level.
引用
收藏
页数:6
相关论文
共 50 条
  • [41] Experimental investigation on rectangular RC columns strengthened with CFRP composites under axial load and biaxial bending
    Rahai, Alireza
    Akbarpour, Hamed
    COMPOSITE STRUCTURES, 2014, 108 : 538 - 546
  • [42] Calculation of bearing capacity of hollow-concrete filled steel tubular stub columns under axial load
    Wang, Hong-Wei
    Lu, De-Hui
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2011, 43 (SUPPL. 2): : 64 - 67
  • [43] Numerical Simulation Analysis of Energy Dissipation Capacity of Corrugated Steel Plate under Tension and Compression
    Wu, Erjun
    Hojatallah, Azarkhosh
    Zhou, Guangdong
    INGEGNERIA SISMICA, 2022, 39 (04): : 16 - 42
  • [44] Analysis and Calculation for Load-bearing Capacity of RC Two-way Slabs Strengthened with Reticular CFRP strips and Steel strips
    Lu Y.
    Zhu T.
    Li S.
    Zhang H.
    Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering, 2019, 27 (04): : 868 - 877
  • [45] Steel columns strengthened/reinforced by prestressed CFRP strips: Concepts and behaviors under axial compressive loads
    Feng, Peng
    Hu, Lili
    COMPOSITE STRUCTURES, 2019, 217 : 150 - 164
  • [46] Static Behavior of Tension Steel Plate Strengthened with Pre-Stressed CFRP Laminates
    Ye, Huawen
    Qiang, Shizhong
    Koenig, Christian
    Plum, Robin
    Ummenhofer, Thomas
    ADVANCES IN FRP COMPOSITES IN CIVIL ENGINEERING, 2010, : 894 - +
  • [47] CFRP reinforcement adhesive joint performance on the transversely damaged steel elements under axial tension
    Danilov, Alexander
    RSP 2017 - XXVI R-S-P SEMINAR 2017 THEORETICAL FOUNDATION OF CIVIL ENGINEERING, 2017, 117
  • [48] Load bearing capacity of stiffened panes of glass under disk and plate stress
    Wellershoff, F.
    VDI Berichte, 2006, (1933): : 145 - 170
  • [49] Stress Analysis for Steel Plate with Multilayered CFRP under Uniaxial Loading
    Miyashtia, Takeshi
    Nagai, Masatsugu
    PROCEEDINGS OF THE TWELFTH EAST ASIA-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION (EASEC12), 2011, 14
  • [50] Non-linear analysis for CFRP wrapped steel box sections under bi-axial load
    Tiwari, Pramod
    Jain, Kranti
    Emani, Pavan Kumar
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2023, 177 (08) : 682 - 698