2022
DOI: 10.1016/j.jobe.2021.103765
|View full text |Cite
|
Sign up to set email alerts
|

Experimental investigation on monotonic bending behaviour of TSOBs bolted beam to hollow square section column connection with inner stiffener

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
1
1

Citation Types

0
2
0

Year Published

2022
2022
2025
2025

Publication Types

Select...
4
1

Relationship

0
5

Authors

Journals

citations
Cited by 5 publications
(2 citation statements)
references
References 28 publications
0
2
0
Order By: Relevance
“…1), overcoming the installation challenges given by the lack of space to install a standard nut in the inner part of the steel tube. These connections are under investigation for the development of moment-resisting connections [9][10][11]. In the field of bolted connections in structural engineering, the use of traditional methods such as the component method [12] for the characterization of new bolting techniques continues to be highly researched [13][14][15].…”
Section: Application Backgroundmentioning
confidence: 99%
“…1), overcoming the installation challenges given by the lack of space to install a standard nut in the inner part of the steel tube. These connections are under investigation for the development of moment-resisting connections [9][10][11]. In the field of bolted connections in structural engineering, the use of traditional methods such as the component method [12] for the characterization of new bolting techniques continues to be highly researched [13][14][15].…”
Section: Application Backgroundmentioning
confidence: 99%
“…Liu et al tested the connection strength of tubular columns, added welding pads as reinforcement measures on the inner surface of tubular columns, revised the model of column wall bending strength prediction, and analyzed the influence of geometric shapes and material parameters on model failure 6 . Sun et al investigated the failure modes, bending moment-rotation relationships, characteristic values for structural behaviour, strain evolution of critical positions, and comparison with the reported behaviour of the unstrengthened joint, and the prediction models for the bending moment capacity of T-head Square-neck One-side Bolts with stiffeners are proposed 7 . Ye et al analyzed an experimental evaluation of the mechanical properties as well as flexural and local buckle strengths of steel square hollow section columns after heating and cooling processes 8 .…”
Section: Introductionmentioning
confidence: 99%