Effect of Wrapping on Post-Tensioned Beams Strengthened with Natural Sisal and Jute FRP Using Finite Element Analysis

<div>Predicted results from ANSYS for control beams. (a) Initial cracking behaviour, (b) intermediate cracking behaviour, (c) deflection contour of CB (FE), and (d) load deflection curve.</div>

Advances in Civil Engineering

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Figure 8

Figure 8: Effect of Wrapping on Post-Tensioned Beams Strengthened with Natural Sisal and Jute FRP Using Finite Element Analysis 