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International Journal of Concrete Structures and Materials

Table 1 Summary of shear parameters considered in different models.

From: Influence of Shear Span-to-Effective Depth Ratio on Behavior of High-Strength Reinforced Concrete Beams

Parameter

ACI318-14

Bazant et al

CSA

EC2

FIB Model code

SIA

Aggregate size

x

  

x

  

Compressive strength

      

a/d

      

ρl

      

ρw

x

x

x

x

x

x

Size effect based on depth

x

     
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