Fig. 13From: Experimental and Numerical Assessment of Flexural and Shear Behavior of Precast Prestressed Deep Hollow-Core SlabsFlexural tests: comparisons between experimental and numerical results for specimen H50-f2 in terms of applied load P versus strain ε obtained from devices a B1-B13, b B2-B12, c B3-B11, d B4-B10, e B5-B9, f B6c-B8c.Back to article page