Comparison of a structural behaviour between composite single-I encased steel beam and a double-I encased steel composite beam
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This paper shows the results of modeling two cases of the steel-concrete composite beam: one with single-I steel and another with double-I steel. Both cases have the same steel area. Abaqus software was used to simulate and compare the results between 2 cases in terms of bearing capacity, displacement, stress/force and failure mode.
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