Research Article
Effect of Wrapping on Post-Tensioned Beams Strengthened with Natural Sisal and Jute FRP Using Finite Element Analysis
Figure 8
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.
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(b) |
(c) |
(d) |