Fig. 10From: Experimental and Numerical Assessment of Flexural and Shear Behavior of Precast Prestressed Deep Hollow-Core SlabsFE model of HCS: a individuation of the middle plane of HCS cross-section; b cross section discretization, with vertical shell elements modeling concrete fillings (in red, for flexural tests only); c resulting mesh with shell elements adopted for specimens H50-s.Back to article page