Modeling and Experimental Investigation of Bolted Flush End-Plate Composite Beam-to-Column Joints

2002 ◽  
Author(s):  
J. M. Aribert ◽  
O. N. Dinga
Keyword(s):  
Experimental Investigation ◽  
Composite Beam ◽  
End Plate

Experimental investigation of bolted end-plate angle splice in encased composite columns

2019 ◽  
Vol 190 ◽  
pp. 31-40
Author(s):  
Tae-Sung Eom ◽  
Jong-Min Yang ◽  
Dae-Kyeong Kim ◽  
Jong-Jin Lim ◽  
Seung-Hwan Lee
Keyword(s):  
Experimental Investigation ◽  
Composite Columns ◽  
End Plate

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.

Experimental Investigation on the Strengthening Composite Beam by Shaped-Steel under R.C Beam Jointed with Short Welding Rebar

2011 ◽  
Vol 250-253 ◽  
pp. 1275-1280
Author(s):  
Li Tang Gao ◽  
Qi Yun Shan ◽  
Tai Wei Wu
Keyword(s):  
Experimental Investigation ◽  
Bearing Capacity ◽  
Failure Mode ◽  
Composite Beam ◽  
Flexural Rigidity ◽  
Detailed Data ◽  
Flexural Capacity ◽  
Investigation Result ◽  
Main Emphasis ◽  
Deformation Behaviors

This paper presents the experimental investigation result from a composite beam strengthened by shaped-steel underpinning (CBSSU) test. There were 3 specimens with one was common R.C beam to compare and others were strengthened by shaped-steel underpinning and jointed with short welding rebars. The main emphasis in undertaking this test was to show the effect of short welding rebars in the strengthening beams and collect more detailed data on the performance of CBSSU such as load capacities, load-deformation behaviors, slipping between shaped-steel and R.C beams, stresses distribution and failure mode. The test shows that the short welding rebars was effective to improve the bearing capacity and stiffness. With limited increase in height of the beam can substantially increase the ultimate flexural capacity and flexural rigidity. The cracks of the beam can also be controlled effectively.

scholarly journals Experimental investigation of bolted stiffened end-plate and bolted flange-plate connections

2019 ◽  
Vol 16 (3) ◽  
Author(s):  
Orkun Yılmaz ◽  
Serkan Bekiroğlu ◽  
Fatih Alemdar ◽  
Güray Arslan ◽  
Barış Sevim ◽  
...  
Keyword(s):  
Experimental Investigation ◽  
End Plate ◽  
Plate Connections ◽  
Bolted Flange
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