Skip to main content

Table 3 Force and displacement at critical points of load–deflection curves.

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

 

Flexural action

CAA action

Second part of load increasing

1st rebar fracture

2st rebar fracture

Top rebar fracture

Catenary action

Calculated

Experimental

Experimental

Calculated

experimental

Displacement (mm)

16.9

67

151

276

297

340

320

340

Force (KN)

19.4 (25.7)*

23

38

33

53

51

53

59.9

53

  1. * With assumption of plastic hinge development in main and transvers beams.