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Analysis of retrofitted corroded steel pipes using internally bonded FRP composite repair systems

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Figure

Figure 1. VM stress distribution for X42 150ND pipe against internal LOC and different internal pressures.
Figure 3. Operating pressure, burst pressure and yield pressure for: (a) 150ND X42 steel pipe and (b) 150ND X65 steel Pipe.
Figure 4. (a) Internal composite repair components, (b) structural idealisation, superposition approach and composite material axis system.
Figure 6. Through thickness stress variation against different bond coefficients (X42 150ND – 80% LOC, 2-mm CFRP internal repair, Pi = 1 MPa): (a) Hoop direction; (b) Radial direction and (c) axial direction.
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