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POSTBUCKLING BEHAVIOR AND EFFECTIVE WIDTH
LOCAL BUCKLING INTERACTION
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alignment analysis method associated beam-column behavior braces buckling coefficient buckling effects buckling interaction buckling load buckling mode buckling stress calculated centroid channel and lipped Chapter component plate compression elements compression members concentrically loaded cross section curve defined dial gage discussed eccentrically loaded edge stiffened element edge strain effective section method effective width approach effective width equation eigenvalue employed Equation 2.9 evaluated experimental results failure modes finite element method finite strip method flange buckling flexural buckling hydrostone instability inverse iteration investigated iteration length lipped channel local-torsional long columns machine head maximum midheight obtained overall buckling overall imperfection plate elements post-buckling post-local buckling predicted Q-factor radius of gyration shear center shown in Figure simply supported singly-symmetric specimens stiffness strain gages stress f stub columns sub-ultimate response Table theoretical thin-walled sections tion torsional-flexural buckling uexp ultimate load uniformly compressed unstiffened w/t ratios weak axis width-to-thickness ratios yield strength yield stress