Dimensionamento de pilares preenchidos de se？？o circular submetidos à compress？o simples, segundo a NBR 8800:2008 e Eurocode 4:2004: compara？？o com resultados experimentais

in this paper results of tests on 32 concrete-filled steel tubular columns under axial load are reported. the test parameters were the concrete compressive strength, the column slenderness (l/d) and the wall thickness (t). the test results were compared with predictions from the codes nbr 8800:2008 and en 1994-1-1:2004 (ec4). the columns were 3, 5, 7 and 10 length to diameter ratios (l/d) and were tested with 30mpa, 60mpa, 80mpa and 100mpa concrete compressive strengths. the results of ultimate strength predicted by codes showed good agreement with experimental results. the results of nbr 8800 code were the most conservative and the ec4 showed the best results, in mean, but it was not conservative for usual concrete-filled short columns.