The flexural behavior of composite slabs made of slurry infiltrated mat con
crete (SIMCON) deck and plain concrete topping was investigated. The SIMCON
deck was fabricated to resemble a corrugated steel deck. Shear studs were
used to prevent interfacial bond failure. Two steel fiber volumes were used
in the SIMCON deck: 3.5 and 5.0%. The effect of rebar reinforcement of the
concrete topping was also studied. Favorable results were achieved in this
research effort. Encouraging strength and toughness test results for compo
site slabs using corrugated SIMCON deck were obtained, revealing potential
for field applications of this proposed system.