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Table 4 Summary of the test results and design parameters for the specimens (Unit: kN).

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

Load

PCAD 1–1

PCAD 1–2

PCAD 1aver

PCAD 2

Test

Cracking load (\({P}_{\mathrm{cr},\mathrm{p},\mathrm{ test}})\)

300.0

350.0

325.0

350.0

Yield load (\({P}_{y,p,\mathrm{ test}}\))

625.3

675.2

650.3

675.2

Ultimate load (\({P}_{u,p,\mathrm{test}}\))

759.8

825.0

792.4

819.5

KHBD

Design punching shear service load (\({V}_{\mathrm{ser},\mathrm{khbd}}\))

303.8

Design punching shear strength (\({V}_{u,\mathrm{khbd}}\))

746.1

ACI 318

Design punching shear strength (\({V}_{u,\mathrm{aci}}\))

750.4

Eurocode 2

Design punching shear strength (\({V}_{u,\mathrm{ec}2}\))

724.5

Failure mode

Punching shear failure