Strength capacity of the gusset plate connection with fillet welds

2012 ◽  
pp. 295-300
Keyword(s):  
Fillet Welds ◽  
Gusset Plate ◽  
Strength Capacity ◽  
Plate Connection

Ultimate strength of gusset plate connections with fillet welds

2012 ◽  
Vol 75 ◽  
pp. 104-115 ◽  
Author(s):  
Yao Cui ◽  
Hayato Asada ◽  
Shoichi Kishiki ◽  
Satoshi Yamada
Keyword(s):  
Ultimate Strength ◽  
Fillet Welds ◽  
Gusset Plate ◽  
Plate Connections

Measurement of Corroded Gusset Plate Connection of Steel Truss Bridge and Evaluation for Its Corrosion State

2013 ◽  
pp. 657-662
Author(s):  
Nguyen Xuan Tung ◽  
Kuniei Nogami ◽  
Norio Yamamoto ◽  
Tetsuya Yamasawa ◽  
Teruhiko Yoda ◽  
...  
Keyword(s):  
Gusset Plate ◽  
Steel Truss Bridge ◽  
Steel Truss ◽  
Plate Connection ◽  
Truss Bridge ◽  
Corrosion State

Load-Carrying Capacity of Corroded Gusset Plate Connection and Its Repair Using CFRP Sheets

2021 ◽  
Vol 147 (6) ◽  
Author(s):  
Ngoc Vinh PHAM ◽  
Takeshi Miyashita ◽  
Kazuo Ohgaki ◽  
Yusuke Okuyama ◽  
Yuya Hidekuma ◽  
...  
Keyword(s):  
Carrying Capacity ◽  
Load Carrying Capacity ◽  
Gusset Plate ◽  
Cfrp Sheets ◽  
Load Carrying ◽  
Plate Connection

Structural Behaviour of Combined Flange-Cleat and Gusset Plate Connection for Cold-Formed Steel Double Channel Sections

2012 ◽  
Vol 15 (1) ◽  
pp. 5-8 ◽  
Author(s):  
Cher Siang Tan ◽  
Mahmood Md Tahir ◽  
Poi Ngian Shek ◽  
Shahrin Mohammad ◽  
Ahmad Beng-Hong Kueh
Keyword(s):  
Structural Behaviour ◽  
Gusset Plate ◽  
Cold Formed Steel ◽  
Plate Connection ◽  
Double Channel

Shake table assessment of gusset plate connection behaviour in concentrically braced frames

2017 ◽  
Vol 138 ◽  
pp. 432-448 ◽  
Author(s):  
Suhaib Salawdeh ◽  
Jack English ◽  
Jamie Goggins ◽  
Ahmed Y. Elghazouli ◽  
Alan Hunt ◽  
...  
Keyword(s):  
Shake Table ◽  
Braced Frames ◽  
Concentrically Braced Frames ◽  
Gusset Plate ◽  
Concentrically Braced ◽  
Plate Connection

Corrosion evaluation of gusset plate connection removed from steel truss bridge

2015 ◽  
Vol 104 (20) ◽  
pp. 1-8
Author(s):  
Xuan Tung Nguyen ◽  
Kuniei Nogami ◽  
Teruhiko Yoda ◽  
Hideyuki Kasano ◽  
Jun Murakoshi ◽  
...  
Keyword(s):  
Gusset Plate ◽  
Steel Truss Bridge ◽  
Corrosion Evaluation ◽  
Steel Truss ◽  
Plate Connection ◽  
Truss Bridge

scholarly journals Analytical and Experimental Investigation on Slip-in Gusset Plate Connection for Double C-channel Sections of Cold-formed Steel

2019 ◽  
Vol 13 (1) ◽  
pp. 210-217 ◽  
Author(s):  
Kiagus Aminuddin ◽  
Anis Saggaff ◽  
Mahmood Md Tahir ◽  
Shek P. Ngian ◽  
Arizu Sulaiman ◽  
...  
Keyword(s):  
Point Of View ◽  
Lateral Loads ◽  
Rotational Stiffness ◽  
Gusset Plate ◽  
Moment Capacity ◽  
Modes Of Failure ◽  
Analytical Results ◽  
Beam Depth ◽  
Cold Formed Steel ◽  
Plate Connection

Background: Beam-column connections are one of the most important parts of each building, which influence local/global behaviour of structures under vertical and lateral loads. From a practical point of view, a desirable connection is one that can be implemented conveniently in the construction site. For this reason, the connection with the gusset plate and bolts is one of the most commonly used connections to join structural members together. The application of this type of connection with cold-formed steels has not gotten enough attention in the literature and needs more investigation. Objective: The objective of this study is to evaluate the behaviour of the gusset plate connection with cold-formed steel sections based on its moment-rotation relation obtained experimentally when the beam depth is varied. Methods: Three specimens were built with three different depth of beams (i.e. 200, 250, and 300 mm) and constant depth of column (i.e. 300 mm). A same size gusset plate with a thickness of 10 mm was used for all the connections. A Full-Scale Isolated Joint test (FSIJ) was conducted as a testing method in this study to investigate the behaviour of the connection. Results: Three distinct modes of failure were distinguished based on observations in the experiments. Moreover, the obtained results implied that there is a meaningful difference between experimental and analytical results for moment capacity and rotational stiffness of the tested connections. Likewise, the results showed that the beam depth in this joint should be limited to have a ductile connection when the column depth is constant. Conclusion: The moment capacity of the tested connections was analytically underestimated by Eurocode 3 relative to the experimental results with an average amount of 75%, while the connection rotational stiffness overestimated by the analytical results with an average of 74%.

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