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TRM versus FRP in flexural strengthening of RC beams: behaviour at high temperatures

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Figure

Fig. 1. Details of test beams: (a) Beam geometry and reinforcement; (b) cross section (dimensions in mm).
Fig. 2. (a) Group of specimens; (b) details of end anchorage system (dimensions in mm).
Fig. 4. Strengthening procedure: (a) surface preparation of FRP-strengthened beams, (b) surface preparation of TRM-retrofitted beams, (c) application of first layer of mortar,(d) application of first layer of TRM, (e) application of the first layer of FRP, (f) application of final layer of mortar for TRM reinforced specimens, (g) surface preparation of FRPU-shaped jacket, (h) surface preparation for TRM U-shaped jacket.
Fig. 5. Test setup: (a) heating system; (b) front view; (c) distribution of thermocouples along the strengthened area; (d) overall test setup.
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