SHEAR RESISTANCE OF STIFFENED ANGLE SHEAR CONNECTOR CONSIDERING ELEVATED TEMPERATURE EFFECT

被引：0
|
作者：
Nouri, Karim [1 ]
Sulong, N. H. Ramli [1 ]
Shariati, Mahdi [1 ]
机构：
[1] Univ Malaya, Fac Engn, Dept Civil Engn, Kuala Lumpur 50603, Malaysia
来源：
STEEL AND ALUMINIUM STRUCTURES | 2016年
关键词：
Shear connector; Stiffened angle connector; High temperature; Shear resistance; Push-out test; HIGH-STRENGTH CONCRETE; BEHAVIOR; CHANNEL; STUDS;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
An experimental study was performed to investigate the behaviour of a newly proposed shear connector i.e. stiffened angle shear connector at elevated temperature. This paper describes a finding on shear resistance of the stiffened angle shear connectors subjected to isothermal fire loading. Eight push-out specimens were tested covering various geometries of stiffened angle shear connector. The specimens were first heated from a room temperature up to a target temperature followed by incremental monotonic loading in order to assess the connector shear resistance at high temperatures. A comparison was done between the behaviour at ambient temperature and high temperature. The results show the stiffened angle shear connector exhibited high shear resistance and the failure mode was governed by connector fracture.
引用
收藏
页数：9
相关论文
共 50 条
  • [31] Shear stability and resistance design of novel vertically-flexible stiffened steel plate shear walls
    Liu, Bing-Zhe
    Tong, Gen-Shu
    Tong, Jing-Zhong
    Xu, Zhao-Yu
    Hou, Jian
    STRUCTURES, 2024, 59
  • [32] Study on Behaviour of Angle Shear Connector in steel-concrete Composite Structures
    Balasubramanian, Raguvaran
    Rajaram, Baskar
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2016, 16 (03) : 807 - 811
  • [33] Study on behaviour of angle shear connector in steel-concrete composite structures
    Raguvaran Balasubramanian
    Baskar Rajaram
    International Journal of Steel Structures, 2016, 16 : 807 - 811
  • [34] Effect of Concrete Slab Gradation on the Shear-Carrying Capacity of the Headed Stud Shear Connector
    Varude, Prajwal Chandrakant
    Patil, Yogesh Deoram
    Singh, Prakash Abhiram
    Pardeshi, Rahul Tarachand
    PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION, 2024, 29 (03)
  • [35] Strain Softening of Aluminum in Shear at Elevated Temperature
    Kassner, Michael E.
    Ermagan, Roya
    THERMEC 2018: 10TH INTERNATIONAL CONFERENCE ON PROCESSING AND MANUFACTURING OF ADVANCED MATERIALS, 2018, 941 : 1490 - 1494
  • [36] Effect of shear angle on gob formation
    Hyre, Matthew R.
    Paul, Kenneth
    Ceramic Engineering and Science Proceedings, 2000, 21 (01): : 87 - 107
  • [37] The Analytical Investigation on the Shear Strength of Discontinuities in Rocks Considering the Effect of Roughness and Dilatancy Angle
    X. P. Zhou
    Y. C. Zhang
    H. Cheng
    F. Bertob
    Strength of Materials, 2021, 53 : 324 - 341
  • [38] The Analytical Investigation on the Shear Strength of Discontinuities in Rocks Considering the Effect of Roughness and Dilatancy Angle
    Zhou, X. P.
    Zhang, Y. C.
    Cheng, H.
    Bertob, F.
    STRENGTH OF MATERIALS, 2021, 53 (02) : 324 - 341
  • [39] Behavior of stiffened and unstiffened steel plate shear walls considering joint properties
    Guo, Hong-Chao
    Hao, Ji-Ping
    Liu, Yun-He
    THIN-WALLED STRUCTURES, 2015, 97 : 53 - 62
  • [40] Investigation of the resistance capacity of the right-angle truss-type shear connector using finite element method
    Moura, Paulo Henrique Roberto
    Silva, Ramon
    Lima, Jerfson Moura
    Bezerra, Luciano Mendes
    Rodrigues, Gustavo Henrique Silva
    Bezerra, Eric Mateus Fernandes
    LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES, 2024, 21 (11):
12345