Fire is a quite common phenomenon in tunnel and being able to model its consequences with a good precision is crucial to design adapted safety measures.Modelling the fire behaviour in tunnel is quite challenging.Manag...Fire is a quite common phenomenon in tunnel and being able to model its consequences with a good precision is crucial to design adapted safety measures.Modelling the fire behaviour in tunnel is quite challenging.Managing large-scale experiment for all the possible configurations is however economically unrealistic.This paper presents an experimental real scale fire test that was used not only for demonstrating the fire behaviour but also for evaluating the capabilities of the FDS(fire dynamics simulator)fire code to model fire consequences too.It enables highlighting the importance of wall and inlet boundary condition treatment.Keeping in mind that predicting fire development using a CFD(computational fluid dynamics)code is quite impossible,a two-level approach is discussed with an analytical model to predict the fire curve and a CFD model for predicting smoke propagation,temperature and toxic gases distribution inside the tunnel.The comparisons show a good agreement between experimental fire test and CFD modelling but also let appear requirements when using CFD.展开更多
In order to investigate the behavior of external welded flange-bolted web joints of steel structure exposed to fire,a series of experiments were carried out.Influence of fire model and load ratio on the behavior of th...In order to investigate the behavior of external welded flange-bolted web joints of steel structure exposed to fire,a series of experiments were carried out.Influence of fire model and load ratio on the behavior of the joints,failure characteristics and fracture modes of the joints exposed to fire were studied.The experimental results indicated that the fire model has a great influence on the temperature rising as well as temperature distribution of the joints exposed to fire.A slower temperature rising fire will lead to slower temperature rising and more uniform temperature distribution of joint.Decrease of the load ratio will improve the fire-resistant capability of the joint.Furthermore,a highly detailed three-dimensional(3-D) finite element model(FEM) was set up with ANSYS software to predict the behavior of the external welded flange-bolted web joints exposed to fire.Comparisons between the predicted results and the experimental results indicated that FEM has an acceptable degree of accuracy to predict the behavior of this type of joints exposed to fire.展开更多
文摘Fire is a quite common phenomenon in tunnel and being able to model its consequences with a good precision is crucial to design adapted safety measures.Modelling the fire behaviour in tunnel is quite challenging.Managing large-scale experiment for all the possible configurations is however economically unrealistic.This paper presents an experimental real scale fire test that was used not only for demonstrating the fire behaviour but also for evaluating the capabilities of the FDS(fire dynamics simulator)fire code to model fire consequences too.It enables highlighting the importance of wall and inlet boundary condition treatment.Keeping in mind that predicting fire development using a CFD(computational fluid dynamics)code is quite impossible,a two-level approach is discussed with an analytical model to predict the fire curve and a CFD model for predicting smoke propagation,temperature and toxic gases distribution inside the tunnel.The comparisons show a good agreement between experimental fire test and CFD modelling but also let appear requirements when using CFD.
基金Sponsored by the National Natural Science Foundation of China(Grant No.50676089)
文摘In order to investigate the behavior of external welded flange-bolted web joints of steel structure exposed to fire,a series of experiments were carried out.Influence of fire model and load ratio on the behavior of the joints,failure characteristics and fracture modes of the joints exposed to fire were studied.The experimental results indicated that the fire model has a great influence on the temperature rising as well as temperature distribution of the joints exposed to fire.A slower temperature rising fire will lead to slower temperature rising and more uniform temperature distribution of joint.Decrease of the load ratio will improve the fire-resistant capability of the joint.Furthermore,a highly detailed three-dimensional(3-D) finite element model(FEM) was set up with ANSYS software to predict the behavior of the external welded flange-bolted web joints exposed to fire.Comparisons between the predicted results and the experimental results indicated that FEM has an acceptable degree of accuracy to predict the behavior of this type of joints exposed to fire.
