Table 7 Comparison between experimental results and predictions from the proposed analytical approach
From: Long-Term Flexural Behaviour of Cracked Reinforced Concrete Beams with Recycled Aggregate
Study | Specimen | Long-term deflection (mm) | ||
|---|---|---|---|---|
EXP | EC2 | EC2* | ||
This research | NC | 18.30 | 18.23 | 18.23 |
RAC-50 | 21.99 | 20.19 | 22.10 | |
RAC-100 | 25.36 | 23.35 | 25.37 | |
Lapko and Grygo (Łapko & Grygo, 2010) | N-LT | 14.00 | 12.54 | 14.19 |
R-LT | 16.00 | 14.86 | 15.78 | |
Knaack and Kurama (Knaack & Kurama, 2015) | CC-0-28 | 10.19 | 10.08 | 10.08 |
CC-50-28 | 11.22 | 10.58 | 11.03 | |
CC-100-28 | 12.27 | 11.32 | 12.26 | |