Reliability assessment of connections with slip-critical bolts and fillet welds in combination

被引：0
|
作者：
Khandel, Omid [1 ]
Tamimi, Mohammad F. [1 ]
Soliman, Mohamed [1 ]
Russell, Bruce W. [1 ]
Waite, Christopher D. [2 ]
机构：
[1] School of Civil and Environmental Engineering, Oklahoma State University, Stillwater,OK, United States
[2] Magnusson Klemencic Associates, Seattle,WA, United States
来源：
Journal of Constructional Steel Research | 2022年 / 188卷
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
引用
收藏
相关论文
共 24 条
  • [21] Cyclic behavior and mechanical model of a novel endplate connection to double-skin composite wall with slip-critical blind bolts
    Hou, Haowen
    Wang, Wei
    Chen, Yueshi
    JOURNAL OF BUILDING ENGINEERING, 2023, 63
  • [22] Experimental Study on the Performance of GFRP-GFRP Slip-Critical Connections with and without Stainless-Steel Cover Plates
    Peng, Yang
    Chen, Wei
    Wu, Zhe
    Zhao, Jun
    Dong, Jun
    APPLIED SCIENCES-BASEL, 2020, 10 (12):
  • [23] Component model and design method for tensile behavior of slip-critical blind bolts anchored in concrete-filled steel tubular sections
    Gao, Xing
    Wang, Wei
    THIN-WALLED STRUCTURES, 2023, 186
  • [24] Effect of faying surface treatments and bolt tightened levels on fretting fatigue performance of slip critical connections with high strength bolts
    Han, Qinghua
    Li, Yang
    Lu, Yan
    Wang, Peipeng
    TRIBOLOGY INTERNATIONAL, 2025, 201
123