Research Article

Development of Analytical Method for Predicting Residual Mechanical Properties of Corroded Steel Plates

Table 2

Yield and tensile strength predictions of different RCSM analytical models.

Model no.Yield load, /(kN)Tensile load, /(kN)
FT-22FT-18FT-15FT-22FT-18FT-15

169.18 (—)60.35 (—)47.18 (—)93.43 (—)83.23 (—)66.49 (—)
269.25 (0.10%)60.09 (0.43%)47.48 (0.63%)93.24 (0.20%)82.77 (0.55%)65.69 (1.20%)
368.88 (0.43%)60.71 (0.60%)46.63 (1.16%)93.09 (0.37%)82.60 (0.75%)67.36 (1.32%)
469.27 (0.13%)61.73 (2.29%)46.36 (1.74%)93.44 (0.00%)82.34 (1.06%)67.85 (2.06%)
569.18 (0.00%)62.47 (3.51%)48.34 (2.44%)93.48 (0.05%)82.02 (1.45%)68.22 (2.61%)
670.01 (1.20%)62.78 (4.03%)44.92 (4.79%)93.98 (0.58%)87.18 (4.74%)70.52 (6.08%)

(—)% Error in strength estimation.