Advisor(s)
Abstract(s)
The effect of the eccentricity of loading on the behaviour of slab-column connections without or with headed studs as shear reinforcement is experimentally investigated. Normal and fibre reinforced
concrete slabs were experimentally tested. Test results are compared with code provisions and with numerical simulation analyses.
Description
Keywords
Punching shear Eccentric loading Full-scale testing Modelling Steel fibres Shear studs
Citation
Moreno, Carlos; Bastos, Ana Sarmento (2008). Punching shear in eccentrical loaded flat slabs. In CCC 2008 - Challenges for Civil Construction. Porto