TY - JOUR PY - 2006// TI - Numerical Simulation Strategy of Reinforced Concrete Tunnel Bearing Members in Fire JO - Baltic journal of road and bridge engineering A1 - Gribniak, Viktor A1 - Bacinskas, Darius A1 - Kaklauskas, Gintaris SP - 5 EP - 9 VL - 1 IS - 1 N2 - Reinforced concrete structures subjected to fire will generally experience a complex behavior. This paper presents a strategy of numerical simulation of reinforced concrete members exposed to high temperatures and subjected to external loading. Finite element modeling of full load-deflection behavior of experimental reinforced concrete beams reported in the literature has been carried out. A constitutive model based on Eurocode 2 specifications has been used in the analysis. Comparison of numerical simulation and test results has shown a reasonable accuracy.
LA - SN - 1822-427X UR - http://dx.doi.org/ ID - ref1 ER -