Table 4 Statistics of the ACC contribution and the axial and shear forces at failure.

From: Experimental study on the shear performance of an anchor cable with a C-shaped tube anchored flat structural plane

Type

Normal stress (MPa)

ACC contribution, R (kN)

Average R (kN)

Axial force, N0 (kN)

Shear force, Q0 (kN)

Q0/N0

Average Q0/N0

Q235-ACC

2

597.97

595.92

447.14

142.92

0.32

0.34

4

596.95

 

444.77

144.75

0.36

 

6

596.92

 

444.23

145.17

0.33

 

10

591.87

 

439.59

148.67

0.34

 

Q345-ACC

2

664.97

706.94

508.71

134.12

0.26

0.28

4

695.95

 

524.04

153.09

0.29

 

6

759.93

 

560.3

202.01

0.36

 

10

706.88

 

539.7

122.91

0.23

 
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