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Experimental Investigation on Size Effect in Shear of High-Strength Concrete Beams

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Figure

Fig. 1. Details of beam specimens
Fig. 3. Shear stress versus mid-span deflection with different web reinforcement
Fig. 5. Influence of the a/d ratio on the initial inclined cracking stress  The  values  of  the  inclined  cracking  stresses  as
Fig.  8  shows  that  for  beams  without  web  reinforce- reinforce-ment,  ultimate  shear  stress  of  beams  with  a/d  of  2  is  more  than  3  times  that  of  the  beams  with  a/d  of  3.5
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