“…In contrast, tensile tests on coupons can be expected to be generally relevant for structures, provided a similar damage is present and that the ratio of coupon width to damage width is sufficient to ignore finite width effects. Experimental studies of the failure mechanisms of stiffened panels have been presented by Wiggenraad, Zhang & Davies(1999), Rosseau, Baker & Hethcock(2000), Kong, Hong & Kim(2000), Wiggenraad, Greenhalgh & Olsson(2002) and Greenhalgh et al(2003). Impact damage seems to have a marginal influence on the buckling load of plain laminates with all sides supported, except when significant portions of the width are affected by fibre fracture, Olsson(1999), or when the boundary conditions are relaxed by impact close to edges with strong rotational constraint, Nilsson(1994).…”