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

Figure 7.

Figure 7

The number of publications on the manufacturing design parameters of local buckling for different FRP composite geometries (Wall slenderness: Open-section [17,66,67,72,75,76,77,81,83,84,87,90,108,109,111], Plate [133,137,143,144,145,146,152,153,169], and Box [54,76,94], Cross-sectional aspect ratio: Open-section [63,64,65,68,69,74,86,111] and Box [63,106,108], Corner geometry: Open-section [61,89], Fibre angle: Open-section [53,58,74,78,80,87,97,113,114], Plate [131,132,133,134,136,139,141,142,143,145,146,147,148,149,151,153,155,156,163,165,166,168], and Box [29,53,54,58,94,95,97], Axial-to-inclined fibre ratio: Open-section [80,87,97], Plate [136,137,141,147,149,153,155,168], and Box [94], and Stacking sequence: Open-section [80,87,97,109,111,112,114,140], Plate [131,135,136,137,138,141,142,144,145,146,147,148,149,151,153,155,156,159,160,162,163,164,165,166,167], and Box [54,97]).