PSI - Issue 18

Cyrille Denis Tetougueni et al. / Procedia Structural Integrity 18 (2019) 765–774 Cyrille Denis Tetougueni & Paolo Zampieri / Structural Integrity Procedia 00 (2019) 000–000

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model, the peak overpressure is collected from RC Blast and then converted into a point load to study the local effect induced the blast.

Fig. 2. 3D Numerical model of the cable-stayed bridge under study