Flexural Modelling and Finite Element Analysis of FRC Beams Reinforced with PVA and Basalt Fibres and Their Validation

<div>Equivalent rectangular compressive stress block (adopted from ACI 363R-92 [<a href="/journals/ace/2018/8060852/#B19">19</a>] and ACI 318-08 [<a href="/journals/ace/2018/8060852/#B20">20</a>]).</div>

Advances in Civil Engineering

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Figure 2

Figure 2: Flexural Modelling and Finite Element Analysis of FRC Beams Reinforced with PVA and Basalt Fibres and Their Validation 