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Table 3 Comparison of Walraven and Reinhardt (1981) experimental values with FEM results obtained in the two analyses implemented: 1—VFEM considering Eq. (1); 2—VFEM considering the improved constitutive relation for aggregate interlock.

From: Constitutive Model for Aggregate Interlock in FEM Analyses of Concrete Interfaces with Embedded Steel Bars

Test

VR (kN)

VR,FEM,1 (kN)

VR/VR,FEM,1

VdR,FEM (kN)

VdR,FEM/VR

VR,FEM,2 (kN)

VR/VR,FEM,2

240208

167.4

140.9

1.19

12.09

0.072

171.1

0.98

110208

198.8

156.1

1.27

14.48

0.073

194.4

1.02

110408

231.8

180.0

1.29

28.95

0.125

237.4

0.98

230208

241.9

231.7

1.04

20.98

0.087

337.5

0.72

230408

389.9

280.5

1.39

41.96

0.108

392.3

0.99

230608

452.2

308.7

1.46

62.94

0.139

448.3

1.01

230808

510.8

337.3

1.51

83.91

0.164

507.5

1.01

  

μ

1.31

   

0.96

  

σ

0.15

   

0.10