Experimental Study on Mechanical Behavior of High Strength Steel Flange-welded Web-bolted Connections Under Fire Condition

被引:0
作者
Qiang X. [1 ]
Shu Y. [1 ]
Jiang X. [1 ]
Wang F. [2 ]
机构
[1] College of Civil Engineering, Tongji University, Shanghai
[2] China State Construction Overseas Development Co.,Ltd., Shanghai
来源
Tongji Daxue Xuebao/Journal of Tongji University | 2022年 / 50卷 / 10期
关键词
experimental study; flange-welded web-bolted connections; high strength steel; in fire; mechanical behavior;
D O I
10.11908/j.issn.0253-374x.21357
中图分类号
学科分类号
摘要
In this paper, through the full-scale experiment of high strength steel flange-welded web-bolted connections,the mechanical properties of Q690 and Q960 connections at ambient temperature and elevated temperatures are studied. The theoretical values of bearing capacity recommended by the existing American,European and Chinese codes are compared with the experimental values to verify the effectiveness of the codes for the high strength steel flange-welded web-bolted connections. The recommendations for the design of the high strength steel flange-welded web-bolted connections are given. Finally, the difference of fire resistance between the high strength steel endplate connections and the high strength steel flange-welded web-bolted connections is analyzed. It is shown that the high strength steel flange-welded web-bolted connections are better than the high strength steel endplate connections in terms of fire resistance. © 2022 Science Press. All rights reserved.
引用
收藏
页码:1432 / 1442
页数:10
相关论文
共 23 条
  • [1] Gang SHI, ZHU Xi, Research on resistance model uncertainties of high-strength steel members subjected to combined axial load and bending and flexural members[J], Industrial Construction, 46, 7, (2016)
  • [2] QIANG Xuhong, WU Nianduo, REN Chuchao, Et al., Research progress in engineering application of high strength steel and beam-column endplate connections, Proceedings of Industrialization of Steel Structure Building and Application of New Technology, pp. 65-73, (2016)
  • [3] Gang SHI, BAN Huiyong, SHI Yongjiu, Et al., Overview of research progress for high strength steel structures [J], Engineering Mechanics, 30, 1, (2013)
  • [4] Gang SHI, SHI Yongjiu, WANG Yuanqing, Engineering application of ultra-high strength steel structures[J], Progress in Steel Building Structures, 4, (2008)
  • [5] LUO Yongfeng, REN Chuchao, QIANG Xuhong, Et al., State-of-the-art on fire-resistance behavior of high strength steel structures [J], Journal of Tianjin University (Science and Technology), 49, S1, (2016)
  • [6] Guoqiang LI, Modern fire resistance design method of steel structure[J], Fire Science and Technology, 1, (2002)
  • [7] LI Guoqiang, HUANG Lei, ZHANG Chao, Experimental research on mechanical properties of domestic high strength steel Q550 at elevated temperatures[J], Journal of Tongji University(Natural Science), 46, 2, (2018)
  • [8] QIANG Xuhong, ZHANG Zhiyi, JIANG Xu, Et al., Fire performance and design recommendations of very high strength steel S960[J], Journal of Tongji University(Natural Science), 48, 5, (2020)
  • [9] SUN Feifei, SUN Mi, LI Guoqiang, Et al., Experimental study on seismic behavior of high-strength steel beam-to-column endplate connections[J], Journal of Building Structures, 35, 4, (2014)
  • [10] Xiyue LIU, WANG Yuanqing, SHI Yongjiu, Et al., Experimental study on low-cycle fatigue fracture behavior of high strength steel beam-to-column connection[J], Journal of Building Structures, 39, 2, (2018)