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Table 6 Comparison of test and FE simulation results with various parameters.

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

Specimens

\({P}_{u}\) (kN)

\({V}_{u,\mathrm{khbd}}\) (kN)

\({V}_{u,\mathrm{aci}}\) (kN)

\({V}_{u,\mathrm{ec}2}\) (kN)

\({P}_{\mathrm{cr}}\) (kN)

\({V}_{\mathrm{ser},\mathrm{khbd}}\) (kN)

\({\Delta P}_{u}\) (mm)

\({\Delta V}_{\mathrm{ser}}\) (mm)

\({\Delta V}_{u}\) (mm)

\({\Delta V}_{u,\mathrm{test}}\)/\({\Delta V}_{u,\mathrm{FEA}}\)

PCAD 1–1

759.8

746.1

750.4

724.5

300

303.8

15.5

2.2

6.4

1.14

PCAD 1–2

825.0

350

14.8

1.5

4.7

0.84

PCAD 1aver

792.4

325

15.2

1.9

5.6

1.00

PCAD 2

819.5

350

13.0

2.2

4.8

0.86

PCAD FEA

850

374

18.8

2.3

5.6