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Based on the experimental and simulation results as well as other research results, the dynamic constitutive relation of structural steel under combined effects of blast and fire were studied and strain rate level and temperature range were re-classified. A modified rheological constitutive model of structural steel was established on the basis of Perzyna constitutive model and Johnson-Cook constitutive model, considering the relationship between Z(scaled distance) and strain rate, temperature and fire time. Furthermore, the parameters of constitutive model were obtained by curve fitting method. It shows that the developed model can good describe combinational reflects of high temperature thermal effect and high strain rate effect of structural steel. Meanwhile the computing time can also be saved.
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