PSI - Issue 84

M. Viviani et al. / Procedia Structural Integrity 84 (2026) 931–936

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Fig. 3 – Broken strands

From a design perspective, the connection using stranded cables was also constructed using this material, with anchor heads on the bridge deck and a removable section in the viaduct abutment (Fig.4).

Fig. 4 – Provisional cables