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

Figure 5

Experimental procedure followed (a) reinforcement, (b) sheathing pipe positioning, (c) reinforcement for installation, (d) positioned in shuttering, (e) concrete filling and compaction, (f) curing, (g) post tensioning, (h) filler application, (i) resin preparation, and (j) retrofitting with FRP.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)

(j)