Fig. 17From: 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 B15-B16 (T) and B12-B14 (C); b B3 (T) and B3c (C); c B1 (T) and B1c (C) for specimen H50-s1.Back to article page