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Table 2 Types and details of 2 of the 8 connections studied by Shi et al. [12]

From: Performance of extended end-plate bolted connections subjected to static and blast-like loads

Case number

Connection type

End-plate thickness (mm)

Bolt diam. (mm)

No. of bolts

Bolt pretension force (KN)

Column stiffener

End-plate stiffener

SC2

Extended

20

20

8

185

Yes

Yes

SC3

Extended

20

20

8

185

Yes

No

  1. The author proposed a new connection called “DR1.” It is the same as SC2 but with two end-plate stiffeners