PSI - Issue 66

Sobhan Pattajoshi et al. / Procedia Structural Integrity 66 (2024) 167–174 Pattajoshi et al./ Structural Integrity Procedia 00 (2025) 000–000

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Fig. 2. Default RHT impact results of (a) 48 MPa concrete panel; (b) 140 MPa concrete panel.

Fig. 3. User subroutine impact results of (a) 48 MPa concrete panel; (b) 140 MPa concrete panel.