Experimental investigation on failure mechanisms of hybrid steel/GFRP hat-shaped beams under bending loading

被引:2
|
作者
Duan, Libin [1 ]
Lu, Debiao [1 ]
Liu, Xing [1 ,3 ]
Zhang, Yu [1 ]
Xu, Wei [1 ]
Du, Zhanpeng [1 ]
Jiang, Haobing [2 ]
机构
[1] Jiangsu Univ, Inst Lightweight & Safety New Energy Vehicle, Sch Automot & Traff Engn, Zhenjiang, Peoples R China
[2] Jiangsu Univ, Automot Engn Res Inst, Zhenjiang, Peoples R China
[3] Jiangsu Univ, Inst Lightweight & Safety New Energy Vehicle, Sch Automot & Traff Engn, Xuefu Rd 301, Zhenjiang 212013, Peoples R China
基金
中国国家自然科学基金;
关键词
bending failure behavior; failure mechanism; hybrid steel/GFRP structure; hat-shaped beam; rate-dependent effect; REINFORCED POLYPROPYLENE COMPOSITES; BEHAVIOR; DESIGN;
D O I
10.1002/pc.27852
中图分类号
TB33 [复合材料];
学科分类号
摘要
The bending failure mechanism and energy absorption characteristics of hybrid metal/composite structures are the keys to the side collision safety of automobiles. The purpose of this paper is to investigate the bending behavior and failure mechanism of hybrid Steel/GFRP hat-shaped beams under three-point bending. Firstly, both quasi-static and dynamic three-point bending tests were conducted on Steel, GFRP and hybrid Steel/GFRP hat-shaped beams. Then, the effect of layups and loading speeds on the bending failure behaviors of GFRP hat-shaped beams were investigated, and the five stages of the bending process of GFRP hat-shaped beams were exposed. Finally, the failure mechanism of hybrid Steel/GFRP hat-shaped beams under both quasi-static and dynamic three-point bending were investigated. It is found that the failure mechanism is related to the interaction effect between the Steel and GFRP parts in the hybrid Steel/GFRP hat-shaped beam. In the bending failure process, the crack propagation in GFRP parts is delayed by the plastic deformation of the connected Steel parts, which improves the energy absorption and load carrying capacities of the hybrid Steel/GFRP hat-shaped beam, and this improvement in the whole bending process is quantitatively exposed in this work. Besides, it is found that with the same impact energy, the load carrying capacity of the hybrid Steel/GFRP hat-shaped beam can be increased by the loading roll diameter increasing.
引用
收藏
页码:16434 / 16451
页数:18
相关论文
共 50 条
  • [41] Experimental and numerical investigation on failure behavior of hybrid bonded/bolted GFRP single-lap joints under static shear loading
    Xiang, Sheng
    Cheng, Bin
    Wang, Jinxiao
    Li, Derui
    Yan, Xingfei
    ENGINEERING FAILURE ANALYSIS, 2024, 158
  • [42] Experimental investigation of reinforced concrete beams with and without steel fiber under explosive loading
    Altun, Fatih
    Kose, M. Metin
    Yilmaz, Canan
    Ari, Kamuran
    Durmus, Adeni
    INDIAN JOURNAL OF ENGINEERING AND MATERIALS SCIENCES, 2007, 14 (06) : 419 - 426
  • [43] Experimental Performance of Steel Beams under Blast Loading
    Nassr, Amr A.
    Razaqpur, A. Ghani
    Tait, Michael J.
    Campidelli, Manuel
    Foo, Simon
    JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, 2012, 26 (05) : 600 - 619
  • [44] Fatigue damage mechanisms in steel cable under bending loading
    Bonneric, Matthieu
    Aubin, Veronique
    Durville, Damien
    ENGINEERING FAILURE ANALYSIS, 2019, 106
  • [45] Nonlinear finite element modeling and experimental investigation of SFRC beams strengthened with GFRP laminate under static loading
    L. K. Rex
    P. N. Raghunath
    K. Suguna
    Innovative Infrastructure Solutions, 2022, 7
  • [46] Nonlinear finite element modeling and experimental investigation of SFRC beams strengthened with GFRP laminate under static loading
    Rex, L. K.
    Raghunath, P. N.
    Suguna, K.
    INNOVATIVE INFRASTRUCTURE SOLUTIONS, 2022, 7 (03)
  • [48] Steel-UHPC composite castellated beams under hogging bending: Experimental and numerical investigation
    de Oliveira, Vinicius Moura
    dos Santos, Vinicius Brother
    Rossi, Alexandre
    Benedito, Andre Vitor
    Krahl, Pablo Augusto
    Martins, Carlos Humberto
    Silva, Flavio de Andrade
    Cardoso, Daniel Carlos Taissum
    ENGINEERING STRUCTURES, 2025, 331
  • [49] Dynamic response of concrete beams reinforced with GFRP and steel bars under impact loading
    Yimer, Musitefa Adem
    Dey, Tanish
    ENGINEERING FAILURE ANALYSIS, 2024, 161
  • [50] Performance of RC beams with novelty GFRP under the bending load: An experimental and FE study
    Attia, Mohammed M.
    El-Latief, Ahmed A.
    Eita, M. A.
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2023, 18