Numerical Modelling and Parametric Study of Bolted End-Plate Composite Beam-to-Column Joints under Unbalanced Loading

Author(s):  
Lachal A. ◽  
Loho G.
2011 ◽  
Vol 250-253 ◽  
pp. 1271-1274
Author(s):  
Saggaff Anis ◽  
M.Md. Tahir ◽  
Arizu Sulaiman ◽  
Poi Ngian Shek ◽  
Cher Siang Tan ◽  
...  

The objective of this paper is to present the behaviour of composite beam using Trapezoid Web Profiled (TWP) steel section by determining the moment resistance and the deflection of the beam with composite and non-composite connections. The TWP steel section is a built up section where the flange is of S355 steel section and the corrugated web of S275 steel section. Three full scales testing setting-up as sub-assemblage frame have been carried out. It was concluded that the use of composite connection and extended end-plate has reduced significantly the deflection and has significantly increased the loading capacity of composite beam.


ce/papers ◽  
2021 ◽  
Vol 4 (2-4) ◽  
pp. 989-994
Author(s):  
Said Hicham Boukhalkhal ◽  
A Nacer T Ihaddoudène ◽  
Luis F Costa‐Neves ◽  
Wafa Madi ◽  
Pedro CG Vellasco ◽  
...  

2013 ◽  
Vol 16 (sup1) ◽  
pp. 239-241
Author(s):  
S. Le Cann ◽  
J.M. Rossi ◽  
S. Mesure ◽  
L. Miladi ◽  
T. Waquet ◽  
...  

2020 ◽  
Vol 155 ◽  
pp. 106926
Author(s):  
Zhongxing Wang ◽  
Yuanqing Wang ◽  
Xiang Yun ◽  
Ying Zhang ◽  
Zhiqiang Li ◽  
...  

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