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

<div>Flexural load–displacement curves of SFRCC at different temperatures: (a) 0vol%, (b) 0.5vol%, (c) 1.0vol%, (d) 1.5vol%, and (e) 2.0vol%.</div>

Advances in Civil Engineering

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Figure 3: Research on Flexural Properties and Flexural Toughness Evaluation Method of Steel Fiber Reinforced Cementitious Composites under Polar Low Temperatures 

Figure 3 | Research on Flexural Properties and Flexural Toughness Evaluation Method of Steel Fiber Reinforced Cementitious Composites under Polar Low Temperatures 