Fig. 6
From: Large deflection response of restrained steel beams under fire and explosion loads
a Curves of the mid-span deflection against the temperature for load ratio \(\eta = 0.2\). b Curves of the mid-span deflection against the temperature for load ratio \(\eta = 0.5\). c Curves of the mid-span deflection against the temperature for \(\eta = 0.7\). d Curves of the mid-span deflection against the temperature for \(\eta = 0.85\)