172-175This paper investigates Performance of concrete filled in
cold form steel sheet with shear connector under pure bending. A model is created using <span style="mso-bidi-font-weight:
bold;mso-bidi-font-style:italic">ABAQUS to predict the performance of concrete filled in
cold form steel sheet with shear connector to find moment carrying capacity
ultimate point. The concrete filled
in cold form steel sheet<span style="mso-bidi-font-weight:bold;
mso-bidi-font-style:italic"> beam investigated and compared by finite element
programme ABAQUS against
experimental and theoretical data<span style="mso-bidi-font-weight:bold;
mso-bidi-font-style:italic">.
The reinforced concrete beam shuttered
with the cold formed steel sheet
and
stud T shaped shear connectors
were welded on three sides of the beam. Bracings were provided on the top of the beam in the pure bending region.
The moment capacity depends on the parameter of q, which is ratio of force in
shear connectors and force in bottom reinforcement.
The experiment was carried out with various spacing of shear such as 75,100,125
and 150mm, we found that beams
of 75mm spacing of shear connector takes higher ultimate load. The comparison
of ultimate bending moment vs. spacing
of shear connector for the beams analyzed with experimental, theoretical and
ABAQUS value gives 75 mm spacing attain the good ultimate strength of the beam.
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