Effect of high-strength concrete slab on the behavior of slab-column connections

Slab-column connections were tested under combinations of gravity and lateral loads to investigate the effect of using high-strength concrete slab on the structural behavior of the slab-column connections. The variables selected for this study are the strength of concrete slab, the flexural steel reinforcement ratio, and the moment to shear ratio. As the concrete slab strength increases from 35 to 75 MPa the shear strength increases by 7 percent and 15 percent for lending cases of zero and high moment-shear ratio, respectively. However the current design codes provisions for interior connections have greatly reduced the factor of safety regarding the punching shear strength of high-strength concrete slabs. The use of high-strength slab has a significant effect on the load-deflection characteristics for specimens subjected to high-moment. The ultimate deflection increases and the failure mode becomes less sudden and more gradual, if high-strength concrete slab is used The first yielding for specimens constructed with high-strength concrete slab occurs at toads considerably lower than those for specimens constructed with normal-strength concrete. The radius of yielding significantly increases for specimens constructed with high-strength concrete slab; therefore, the steel reinforcement is utilized better and a much more desirable steel stress distribution is produced in the a, ea around rite column by the use of high-strength slab. In the meantime, connection displacement and rotation ductility increases by 75 percent for specimens with high-strength concrete slabs under high moment. Therefore, the use of high-strength concrete slabs can be justified economically when good ductility and higher levels of absorbed energy of slab-column connections are required under high moment-shear ratios. On the other hand the use of high-strength concrete slabs for slab-column connection subjected to gravity lends only is not recommended due to the small increase of the punching shea, capacity of the connection compared to the high cost of using high-strength concrete.