The application discloses a
reinforced concrete column
fire response prediction method based on thermal boundary
distortion similarity, and relates to the technical field of
civil engineering structure
fire resistance. In view of the problem that the existing
scale model fire test needs to strictly meet the complete similarity of the thermal boundary, and the temperature rising rate of the model
temperature curve is too high to be implemented in the test furnace, the
distortion coefficient is introduced in the calculation of the
scale model temperature field, the high-temperature real-time
load ratio is taken as a unified mechanical response index, and the response mapping relationship between the prototype and the model is constructed. The
distortion coefficient is determined through iterative calculation to make the high-temperature real-time
load ratio prediction coefficient meet the preset error range, and the distortion coefficient is used to realize accurate prediction of the prototype
fire response. The application does not pursue the complete similarity of the prototype and the model temperature field, but realizes equivalent mapping of the prototype and the model at the high-temperature mechanical
response level by introducing the distortion coefficient, thereby significantly improving the
engineering implementability of the
scale model fire test and reducing the test cost.