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

Figure 8

Load-strain curves of specimens with different bearing plate width. (a) RE100 × 500 − EOF. (b) RE100 × 500 − ETF. (c) RE100 × 800 − ITF. (d) RE100 × 800 − IOF. (e) RE150 × 500 − EOF. (f) RE150 × 500 − ETF. (g) RE150 × 800 − IOF. (h) RE150 × 800 − ITF. (i) RE200 × 500 − EOF. (j) RE200 × 500 − ETF. (k) RE200 × 800 − IOF. (l) RE200 × 800 − ITF.

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