Table 1 Test parameters of column specimens.
From: Time-Dependent Deformations of Eccentrically Loaded Reinforced Concrete Columns
Specimen | Sustained axial load Psus (kN) | Eccentricity e (mm) | Duration (days) |
|---|---|---|---|
C-15 | 421 | 0 | 64 |
C-30 | 842 | 0 | 64 |
E-15 | 421 | 50 | 64 |
E-30-1 | 842 | 50 | 64 |
E-30-2 | 842 | 50 | 64 |
E-30-3 | 842 | 50 | 64 |