From: Structural Performance of RC and R-ECC Dapped-End Beams Based on the Role of Hanger or Diagonal Reinforcements Combined by ECC
Type
Slump flow
V-funnel
L-box
Slump flow diameter (mm)
T500 (s)
tv (s)
h1 (mm)
h2 (mm)
h2/h1
ECC-1
839
4
8
90
85
0.94
ECC-2
847
7
91
87
0.96