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Table 2 Experimental data for shear strength of reinforced interfaces between concretes cast at different times collected from the tests performed in Figueira et al. (2015).

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

Test

b (mm)

L (mm)

fc1 (MPa)

fc2 (MPa)

fy (MPa)

ρ (%)

ϕ (mm)

VR (kN)

M1

150

250

67.8

48.1

605

1.07

8

202.2

M2

150

250

67.8

48.1

605

1.07

8

196.2

M3

150

250

67.8

48.1

605

1.07

8

201.3