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Table 5 Material properties in FEM model.

From: Evaluation of Internally Cured Concrete Pavement Using Environmental Responses and Critical Stress Analysis

Parameters used in ADINA

Standard mix

ICC-1

ICC-2

Elastic modulus of concrete (MPa)

30,628

26,890

26,200

Density of concrete (kg/m3)

2215

2081

2089

Coefficient of thermal expansion (m/m/°C)

7.965 × 10−6

7.630 × 10−6

7.630 × 10−6

Poisson’s ratio

0.2

0.2

0.2

Elastic modulus of subgrade (MPa)

724

724

724

Spring constant for load transfer (kN/m)

 Trans. joint X

1.75 × 103

1.75 × 103

–

 Trans. joint Y

1.75 × 103

1.75 × 103

–

 Trans. joint Z

1.75 × 104

1.75 × 105

–

 Long. joint X

1.75 × 103

–

1.75 × 103

 Long. joint Y

1.75 × 103

–

1.75 × 103

 Long. joint Z

1.75 × 105

–

1.75 × 104