Fig. 16From: Experimental and Numerical Assessment of Flexural and Shear Behavior of Precast Prestressed Deep Hollow-Core SlabsShear tests: comparisons between experimental and numerical results in terms of applied load P versus strain ε obtained from devices a B4-B8 (T) and B6-B10 (C); b B5-B9 (T) and B7-B11 (C) for specimen H50-s1.Back to article page