Standardization of composite connections for trapezoid web profiled steel sections

2015 ◽  
Vol 55 (4) ◽  
pp. 765-784
Author(s):  
A. Saggaff ◽  
M.M. Tahir ◽  
A. Sulaiman ◽  
S.P. Ngian ◽  
J. Mirza
Keyword(s):  
Steel Sections ◽  
Composite Connections

Numerical simulation of cold-formed T-shaped built-up steel sections under bending

2021 ◽  
Author(s):  
G. Aruna ◽  
L. Ponraj Sankar ◽  
N. Sudharsan ◽  
V. Balakrishnan
Keyword(s):  
Numerical Simulation ◽  
Steel Sections

Behaviour of Composite Beam with Trapezoid Web Profiled Steel Section in Sub-Assemblage Frame

2011 ◽  
Vol 250-253 ◽  
pp. 1271-1274
Author(s):  
Saggaff Anis ◽  
M.Md. Tahir ◽  
Arizu Sulaiman ◽  
Poi Ngian Shek ◽  
Cher Siang Tan ◽  
...  
Keyword(s):  
Composite Beam ◽  
Loading Capacity ◽  
End Plate ◽  
Corrugated Web ◽  
Extended End Plate ◽  
The Moment ◽  
Composite Connections ◽  
Steel Section

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.

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