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Advances in Civil Engineering
/
2024
/
Article
/
Tab 4
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Research Article
Research on Flexural Properties and Flexural Toughness Evaluation Method of Steel Fiber Reinforced Cementitious Composites under Polar Low Temperatures
Table 4
Calculation results of
σ
b
.
Specimen number
Temperature (°C)
σ
b
(MPa)
Specimen number
Temperature (°C)
σ
b
(MPa)
0.5vol%
20
2.97
1.0vol%
20
3.83
0
2.82
0
7.14
−25
3.69
−25
6.29
−50
5.42
−50
7.86
−75
5.19
−75
4.93
−100
4.48
−100
6.39
1.5vol%
20
3.18
2.0vol%
20
4.14
0
6.17
0
5.61
−25
5.90
−25
6.88
−50
7.60
−50
8.75
−75
8.72
−75
8.77
−100
6.36
−100
7.76