NONLINEAR ANALYSIS AND LIFE PREDICTION OF REINFORCED CONCRETE BEAM UNDER FIRE

被引:0
|
作者
Wen Q.-Q. [1 ,3 ]
Chen M.-C. [1 ,2 ]
Liu C. [4 ]
机构
[1] School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang
[2] State Key Laboratory of Performance Monitoring and Protecting of Rail Transportation Infrastructure, East China Jiaotong University, Nanchang
[3] College of Science, East China Jiaotong University, Nanchang
[4] Sinic Holdings (Group) Company Limited, Nanchang
来源
关键词
Cellular automata; Fiber model; Life prediction; Nonlinear analysis; Reinforced concrete beam;
D O I
10.6052/j.issn.1000-4750.2020.05.S024
中图分类号
学科分类号
摘要
Fire deteriorates the performance of reinforced concrete (RC) structures. It proposes a novel method for the nonlinear analysis of RC structures under fire, based on the cellular automata (CA) method and the fiber model of FEM. The CA model is established to simulate the temperature diffusion in the cross section of a RC continuous beam, and then the time-varying temperature in the cross section is evolved. The damage index corresponding to the damage of steel bar has been defined and its variations with time are discussed. Following that, the CA model is coupled with the fiber model of FEM to compile a MATLAB program to analyze the nonlinear performance of RC continuous beam exposed to fire. It can be concluded that the proposed CA model can effectively simulate the diffusion process of temperature in the concrete. Besides, the damage model introduced can quantifies the relationship between the damage of steel bar caused by temperature and heating-up time. Furthermore, the MATLAB program established in the present study can be effectively applied to the nonlinear analysis of RC beams under fire. An effective combination of CA model and fiber model can analyze the time evolution of deflection and bearing capacity of RC beams and evaluate their fire resistance life. Finally, the proposed method can be used as an effective theoretical tool for the life assessment of RC structures under fire. Copyright ©2021 Engineering Mechanics. All rights reserved.
引用
收藏
页码:138 / 143and166
相关论文
共 16 条
  • [1] Shi Xudong, Guo Zhenhai, Temperature field of reinforced concrete structures, Engineering Mechanics, 13, 1, pp. 35-43, (1996)
  • [2] Choi E, Shin Y, Lee C., Structural behavior of normal and high-strength reinforced concrete (RC) beams under fire, Bridges and Tall Buildings-Proceedings of the 10th East Asia-Pacific Conference on Structural Engineering and Construction, EASEC, 4, pp. 799-804, (2010)
  • [3] Mirza M S, Lie T T., Fire endurance analysis of reinforced concrete columns, Canadian Journal of Civil Engineering, 16, pp. 290-299, (1989)
  • [4] Guo Zhenhai, Shi Xudong, High temperature performance and calculation of reinforced concrete, (2003)
  • [5] Biondini F, Nero R., Cellular finite beam element for nonlinear analysis of concrete structures under fire, Journal of Structural Engineering, 137, 5, pp. 543-558, (2011)
  • [6] Chen Mengcheng, Liu Chao, Research on bearing capacity of concrete structure based on CA temperature model, Journal of East China Jiaotong University, 36, 4, pp. 95-101, (2019)
  • [7] Chen Mengcheng, Xie Li, Liu Chao, Et al., CA simulation of temperature field of rectangular reinforced concrete beams and columns under fire, Railway Engineering, 58, 5, pp. 44-50, (2018)
  • [8] Gao Litang, Chen Ligang, Li Xiaodong, Nonlinear analysis of reinforced concrete flexural members under fire, Fire Safety Science, 15, 2, pp. 55-59, (2006)
  • [9] Ma Y L., Numerical analysis of continuous beam of reinforced concrete under fire, Applied Mechanics & Materials, 2544, pp. 950-953, (2013)
  • [10] Hwang J Y, Kwak H G., Evaluation of post-fire residual resistance of RC columns considering non-mechanical deformations, Fire Safety Journal, 100, 9, pp. 128-139, (2018)