Table 1 Summary of key features of the sub-system test used for the calibration of the FE model
From: Investigating the Effect of Bending on the Seismic Performance of Hollow-Core Flooring
Feature | Value |
|---|---|
Observed failure mode | NMF |
Length of the HC unit, LHC (mm) | 4000 |
Distance from the seating end of the HC to the applied load, L (mm) | 3500 |
Distance for the seating end of the HC to the additional gravity load, LG (mm) | 1450 |
Seating length, Ls (mm) | 50 |
Bearing surface on RC ledge | Sika 212 grout |
Seating beam compressive strength, fc,beam (MPa) | 40 |
Concrete topping compressive strength, fc,top (MPa) | 26 |