Abstract
Four reinforced concrete beams of rectangular cross
sections and four corresponding composite ones
consisting of reinforced concrete prisms cast into
steel
channels with shear connectors were
manufactured, loaded, and tested in the laboratory to
measure mid-span deflections, and to observe
fracture criteria. The reinforced concrete prism of
each of the four composite beams is of rectangular
cross-section and identical to its corresponding
reinforced concrete beam.
Load-deflection behavior and fracture pattern at
failure obtained experimentally for each of the eight
beams were compared with those predicted by a
nonlinear three-dimensional finite element analysis
using the analysis system computer program
(ANSYS V. 5.4) in which the reinforced concrete, the
steel channel, and the interaction between reinforced
concrete and steel channel were modeled by
isoparametric eight-node brick elements, four-node
shell elements ,and the five-node interface elements
,respectively.
High agreement between the experimental tests and
the numerical models was obtained for load
deflection behavior represented by maximum
differences of 11% and 7% for composite and non
composite beams, respectively. In addition, a perfect
coincidence in predicting fracture pattern at failure by
the two methods was realized.
Comparisons between flexural behaviors for each of
the present four pairs of correspondent composite and
non-composite beams show that introducing the
integrated steel channels highly increases the ultimate
load capacity by 155% to 500% -depending on the
ratio of steel channel area to gross concrete area, and
decreases the ductility ratio by 26.4% to 36.7%
depending on the ratio of steel channel area to tension
reinforcement area.
A parametric study on the effect of flange width of
the steel channel show that a 40% increase in the
ultimate load capacity can be realized by a one-third
increase in that parameter with a slight decrease in
ductility ratio.
sections and four corresponding composite ones
consisting of reinforced concrete prisms cast into
steel
channels with shear connectors were
manufactured, loaded, and tested in the laboratory to
measure mid-span deflections, and to observe
fracture criteria. The reinforced concrete prism of
each of the four composite beams is of rectangular
cross-section and identical to its corresponding
reinforced concrete beam.
Load-deflection behavior and fracture pattern at
failure obtained experimentally for each of the eight
beams were compared with those predicted by a
nonlinear three-dimensional finite element analysis
using the analysis system computer program
(ANSYS V. 5.4) in which the reinforced concrete, the
steel channel, and the interaction between reinforced
concrete and steel channel were modeled by
isoparametric eight-node brick elements, four-node
shell elements ,and the five-node interface elements
,respectively.
High agreement between the experimental tests and
the numerical models was obtained for load
deflection behavior represented by maximum
differences of 11% and 7% for composite and non
composite beams, respectively. In addition, a perfect
coincidence in predicting fracture pattern at failure by
the two methods was realized.
Comparisons between flexural behaviors for each of
the present four pairs of correspondent composite and
non-composite beams show that introducing the
integrated steel channels highly increases the ultimate
load capacity by 155% to 500% -depending on the
ratio of steel channel area to gross concrete area, and
decreases the ductility ratio by 26.4% to 36.7%
depending on the ratio of steel channel area to tension
reinforcement area.
A parametric study on the effect of flange width of
the steel channel show that a 40% increase in the
ultimate load capacity can be realized by a one-third
increase in that parameter with a slight decrease in
ductility ratio.