PSI - Issue 64

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Urs Meier et al. / Procedia Structural Integrity 64 (2024) 29–39 Meier/Winistörfer / Structural Integrity Procedia 00 (2019) 000 – 000

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Fig. 4e. Insertion the CFRP loop into the holes at the side of the beam. Dimensions in [mm].

Fig. 4f. Connection of CFRP loop terminations.

Fig. 4g. The two 40mm bolts were pulled together with two threaded rods and the loop was post tensioned to 100kN.

Fig. 4h. Fire protection mortar applied to safeguard against potential fire hazards.

Fig. 5. With post-tensioned CFRP loops post-strengthened floor slab.