Manshadi, B. D.Vassilopoulos, A. P.de Castro, J.Keller, T.2011-01-112011-01-112011-01-11201110.1007/978-3-642-17487-2_17https://infoscience.epfl.ch/handle/20.500.14299/62865WOS:000289049500017Slender webs of glass fiber-reinforced polymer (GFRP) beams are sensitive to shear buckling. Shear buckling can bee seen as an in-plane biaxial compression-tension buckling problem. The transverse tensile load thereby delays the onset of buckling and increases the ultimate load. Thin-walled GFRP plates of two different fiber stacking sequences, [0/90]S and [90/0]S, were subjected to in-plane biaxial compression-tension loading. The buckling loads were almost duplicated by increasing the tensile load while the ultimate loads were increased by up to 20%. The fiber stacking sequence thereby had significant effects on buckling mode shape and buckling and ultimate loads.BehaviorPlatestext::conference output::conference proceedings::conference paper