engleski

A two-dimensional FE model for seismic analysis of reinforced concrete structures

This paper descripe numerical methodology for simulation of cocncrete and reinforcing bar plasticity. Main goal in cocnrete plasticity is curvilinear 1D behaviour and its tranformation ion the 2D model and hardering effect for reinforcing steel bar.

concrete plasticity; reinforcing steel plasticity; numerical 2D and 1D modelling

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