Rostov na Donu, Rostov-on-Don, Russian Federation
Rostov na Donu, Rostov-on-Don, Russian Federation
Rostov na Donu, Rostov-on-Don, Russian Federation
Rostov-na-Donu, Rostov-on-Don, Russian Federation
The article presents the derivation of the FEM equations, which make possible to calculate short concrete-filled steel tubular columns in a plane elastic formulation. Steel tube is modeled by 1D bar finite elements. The obtained results are compared with the results of calculations using 3D solid and shell finite elements.
FEM, eccentric compression, numerical methods, CFST columns, concrete
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