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Table 5 Material models, criteria, and input parameters in FE simulations.

From: Structural Behavior of a Laterally Restrained Precast Reinforced Concrete Arch Deck Under Punching Shear Loading

Material

Models/criteria

Young’s modulus (MPa)

Weight density (kN/m3)

Poisson’s ratio

Strength (MPa)

Concrete

Hordijk (Tension model)

Thorenfeldt (Compression model)

30,000

24.5

0.167

AD: 49.5

CIP: 38.5

Rebar

von Mises (Yield criterion)

200,000

78.6

0.3

400