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This paper presents an experimental investigation on the ultimate strength of short welded box (HS) and CFT sections (CB) fabricated from high strength steel (HSS) and filled with high strength concrete (HSC). This paper additionally presents experimental data on steel only loaded sections (CS) and concrete only loaded sections (CC). Forty-five test specimens having width to thickness ratios (b/t)...
This paper presents an experimental investigation of longitudinally slender box sections (HS) having compact and non-compact cross-sections as well as slender composite sections (CB) fabricated from high strength steel (HSS) and high strength concrete (HSC). Fifteen test specimens (HS) and thirty nine test specimens (CB) having width to thickness ratios (b/t) ranging from 15 to 40 and slenderness...
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