Experimental Investigation on Web Crippling Property of High-Strength Cold-Formed (HSCF) Rectangular Steel Tube

Figure 9

Load-strain curves of specimens with different section length-width ratios. (a) EOF. (b) EOF. (c) EOF. (d) ETF. (e) ETF. (f) ETF. (g) IOF. (h) IOF. (i) IOF. (j) ITF. (k) ITF. (l) ITF.

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