PSI - Issue 81
Volodymyr Romaniuk et al. / Procedia Structural Integrity 81 (2026) 234–239
237
Table 1. Mechanical characteristics of specimens of steel elements of the arch.
І №12
Sheet 10 mm
Profile
∟ 63×6
Ø16
flange
web
Steel grade
S255
S255
S285
A300
S235
Ultimate strength f u , MPa Yield strength f y , MPa
367 244
378 252
434 291
458 329
361 234
as in a conventional beam weakened by an opening. Experimental stresses were measured using strain gauges that were bonded along the height of the half-arch cross-sections (Table 2 and Fig. 4, 5). Comparison of stresses in characteristic cross-sections was carried out: under the action of external load without prestressing; taking into account the influence of strut prestressing itself; and under the action of external load taking into account prestressing.
Table 2. Stress in the upper and lower flanges of the half-arch chord.
Cross-sections
Stress (МPа)
Load case
Flange
1-1
2-2
3-3
4-4
5-5
6-6
7-7
External load
Upper
-83.86 -89.36 -57.90 -55.76
-151.1 -143.4 66.01 64.09 -10.27 -12.67 12.36 14.62 -150.9 78.37 72.98
-141.7 -144.9 35.42 29.92 -19.61 -13.77
-31.47 -36.75 -104.2 -88.48 -27.97 -22.78 30.06 28.05 -42.84 -74.10 -66.98
113.9 97.52 -190.3 -175.1 -32.12 -39.19 25.97 33.15 81.76 77.86 -164.3 -156.0
94.26 81.26 -99.46 -84.80 -19.33 -24.48
-47.54 -49.64 50.40 41.96 56.12 51.68 -70.50
σ T σ E σ T σ E σ T σ E σ T σ E σ T σ E σ T σ E
Lower
Prestressing of the strut
Upper
-0.22 -1.05 2.31
Lower
21.7
4.96 6.97
5.9
22.02
-68.9 8.59 8.50
External load with prestressing
Upper
-84.07 -81.56 -55.59 -52.36
-161.97 -161.31 -59.94
74.93 89.59 -94.50 -76.56
-154.5 57.12 56.95
Lower
-20.10 -17.54
(a)
(b)
Stresses in cross-sections due to external load
Stresses in cross-sections from prestressing
Stresses in cross-sections due to external load, taking into account prestressing
Fig. 4. Theoretical values of stress distribution in the cross-sections of the half-arch along its length: (a) – in the upper flange; (b) – in the lower flange.
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