This report presents numerical buckling analyses implemented by means of the Semi-Analytical Finite Strip Method (SAFSM). The objective of this report is to apply this methodology to investigate the effect of web stiffeners on the elastic shear buckling stress by varying the number, shapes and locations of the longitudinal web stiffeners. By Pham, S.H., Pham, C.h. and Hancock, G.J., University of Sydney School of Civil Engineering Research Report R924. http://sydney.edu.au/engineering/civil/publications/2012rreps.shtml
Related Content
