Research on Flexural Properties and Flexural Toughness Evaluation Method of Steel Fiber Reinforced Cementitious Composites under Polar Low Temperatures

<div>Displacement at the peak load and peak load of SFRCC at different temperatures: (a) peak load displacement and (b) peak load.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Research on Flexural Properties and Flexural Toughness Evaluation Method of Steel Fiber Reinforced Cementitious Composites under Polar Low Temperatures 

Figure 6 | Research on Flexural Properties and Flexural Toughness Evaluation Method of Steel Fiber Reinforced Cementitious Composites under Polar Low Temperatures 