Abstract
The paper presents the numerical study dealing with the behavior and the real load-bearing capacity of hybrid members by Abaqus software. Especially identify the behavior of the composite steel-concrete members with several fully encased steel profiles (hybrid members) while the materials were yielded until failure. Structural hybrid members, material constitutive law for steel and concrete, load schematic, element types, numerical solution controls, interactions, steel-concrete bond and mechanical contact, ...will be described in detail. It is expected that nonlinear FEM analysis can give more details on behavior as well as on shear and bending resistance mechanisms until failure of the hybrid members. The nonlinear FEM analysis will be able to predict specimen strength, maximum displacement, strains and stress distribution, crack pattern, and failure modes. The reliability of this method was evaluated by comparing the analysis results with a part of the experimental results.
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