Research Article

True Stress-True Strain Models for Structural Steel Elements

Table 4

Comparison of experimental test results with FE prediction for perforated samples.

Steel gradeSpecimen IDExperimental ultimate stress 𝐹 𝑢 E x p = ( 𝑃 𝑢 / 𝐴 𝑔 ) E x p (MPa)FEM ultimate stress 𝐹 𝑢 F E M = ( 𝑃 𝑢 / 𝐴 𝑔 ) F E M (MPa) 𝐹 𝑢 E x p / 𝐹 𝑢 F E M
(1)(2)(3)(4)(5)

A992A992-F-0.95475421.01
A992-F-0.84824801.00
A992-F-0.74294231.01
A992-F-0.63693621.02
A992-F-0.53082981.03
A992-W-0.95285231.01
A992-W-0.74224181.01
A992-W-0.52972990.99

350W350W-F-0.95485471.00
350W-F-0.84894881.00
350W-F-0.74274271.00
350W-F-0.63663661.00
350W-F-0.53113121.00
350W-W-0.95405430.99
350W-W-0.74174171.00
350W-W-0.52913020.96