Temperature fields analysis is an essential work to evaluate the behavior of structures in fires. Large space buildings are mostly highly populated or high-fire load places with high fire risks. So it is a research focus to predict the temperature fields of large space fires accurately. In this study, a full-scale physical experiment on fires in large spaces has been conducted. The results show that the temperature distribution of natural fires in large spaces is nonuniform. With regard to the evolution laws of the temperature fields of natural fires in large spaces, the author developed a new temperature field prediction model for large spaces. The new model has been compared with the well-known Li G Q model and the Xue S D model. Based on the comparative analysis, the new model can predict the change laws of the temperature fields with time in the whole fire process and reflect the gradual attenuation of temperature fields in the fire during the decay phase better. In the meantime, this new model developed by the authors can be used to structural analysis exposed to fires in large space buildings.
K E Y W O R D Sfire, fire resistance analysis, full-scale experiment, large space, nonuniform temperature field, prediction model
| INTRODUCTIONGymnasiums, convention and exhibition centers, theaters, logistics warehouses, workshops, and other similar buildings are generally characterized by long spans and large building areas; these buildings are mostly built with structural steel. Steel members have a very high strength at normal temperature. However, in case of a fire, the heat generated by the fire exerts a significant influence on the properties (especially mechanical properties) of the steel members. If the temperature of steel members exceeds 550 C, they lose most of their strength, and the buildings that are built with these members may experience local or overall collapse. For this reason, the stability of steel buildings with large spaces in fires has become an important research focus in building disaster prevention and reduction. As such, the distribution of temperature fields in fires is a critical scientific problem in the fire resistance analysis of steel buildings with large spaces.Earlier studies on temperature fields due to fires mainly focus on the temperature rise models for conventional enclosure fire with area<500 m 2 . In the case of conventional enclosure fire, the occurrence and growth laws of the fire are relatively simple, and the distribution of temperature in the fire scene is relatively uniform. So the regional model or experimental statistics method can be used to analyze the temperature field. For instance, in the current codes, the temperature rise curves commonly used for fire resistance design of steel structures, such as the ISO 834 temperature rise curve, ASTM-E119 temperature rise curve, external fire temperature rise curve, and hydrocarbon temperature rise curve, are all based on experimental data on conventional room fires. [1][2][3][4][5][6][7] Among them, the ISO 834 temperatu...