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. 2021 Nov 28;13(23):4159. doi: 10.3390/polym13234159

Figure 3.

Figure 3

The number of experimental studies of local buckling undertaken on I-shape versus box shape for civil structural applications (Box-shape: [17,29,53,55,56,72,95,96,98,100,101,104] and I-shape: [17,53,61,62,64,66,67,68,69,70,71,72,77,79,81,89,90,91,92]).