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Table 2 Comparison of Force and displacement at critical points of 2D and 3D specimen.

From: Progressive Collapse of Exterior Reinforced Concrete Beam–Column Sub-assemblages: Considering the Effects of a Transverse Frame

Specimen

Flexural action

Compressive arch action

beginning of catenary action

Catenary action

P (FA) (kN)

Y (FA) (mm)

P (CCA) (kN)

Y (CCA) (mm)

P0 (CA) (kN)

Y (CA) (mm)

P (CA) (kN)

Y (CA) (mm)

2D specimen

20.7

18.5

28.1

50

21

135

35.6

306

3D specimen

23–(32)

16.9–(30)

38.18

67

33.2

151.2

53

340

Difference %

11.1–(55)

9.5–(62)

36

35

58

12

49

11

  1. Numbers in parenthesis are for stage of plastic hinge development in transverse beam.