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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