Numerical analysis of fire behavior of concrete slabs in full-scale steel-frame structure

被引：0
|
作者：
Wang Y. [1 ]
Guo W.-X. [1 ]
Li L.-Z. [1 ,2 ]
Jian X.-H. [3 ]
Ma S. [1 ]
Zhang G.-Y. [4 ]
Zhao H.-H. [1 ]
机构：
[1] State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology, Xuzhou
[2] College of Civil Engineering, Tongji University, Shanghai
[3] Zhejiang Ruibangkete Testing Co. Ltd, Hangzhou
[4] China Academy of Building Research, Beijing
来源：
Gongcheng Lixue/Engineering Mechanics | 2021年 / 38卷 / 07期
关键词：
Fire; Floor slab; Internal force; Membrane mechanism; Numerical simulation; Steel frame;
D O I：
10.6052/j.issn.1000-4750.2020.07.0489
中图分类号：
学科分类号：
摘要：
The influence of the position and quantity of fire span on the fire behavior of concrete floor in the structure is studied. Based on Vulcan software, using thick plate element and beam-column element, combined with EC2 material high temperature constitutive model, the temperature and deformation of fire top floor (corner and middle) and second floor (four) in a steel frame structure are simulated numerically. The influence of concrete expansion strain on the deformation of floor slab under fire is analyzed, and the membrane mechanism, crack distribution and internal force development of steel beam are investigated. The results show that: the predicted results of floor temperature and deformation are in a good agreement with the experimental results, and the concrete expansion strain has a decisive influence on the mid-span deformation of the fire zone in the structure, that is, when the expansion strain is larger, the predicted deformation is larger; the boundary conditions have a decisive influence on the membrane mechanism and crack distribution of the heated plate, and the heated plates have three kinds of membrane mechanisms: ring type, opposite-edge U type and diagonal U type. The bending moment and axial force of the steel beam near the heated grid gradually increase, and the increase of the axial force of the steel beam is relatively large. Copyright ©2021 Engineering Mechanics. All rights reserved.
引用
收藏
页码：133 / 146
页数：13
相关论文
共 30 条
  • [1] Lim L, Wade C., Experimental fire tests of two-way concrete slabs, Fire Engineering Research Report 02/12, (2002)
  • [2] Bailey C G, Toh W S., Small-scale concrete slab tests at ambient and elevated temperatures, Engineering Structures, 29, 10, pp. 2775-2791, (2007)
  • [3] Wang Y, Yuan G L, Huang Z H, Et al., Experimental study on the fire behaviour of reinforced concrete slabs under combined uni-axial in-plane and out-of-plane loads, Engineering Structures, 128, pp. 316-332, (2016)
  • [4] Wang Y, Bisby L A, Wang T Y, Et al., Fire behaviour of reinforced concrete slabs under combined biaxial in-plane and out-of-plane loads, Fire Safety Journal, 96, pp. 27-45, (2018)
  • [5] Wang Weihua, Dong Yuli, Temperature distribution of reinforced concrete T-shaped beam with slabs under (after) three-side fire exposure, Journal of Central South University (Science and Technology), 46, 2, pp. 684-693, (2015)
  • [6] Wang Bin, Dong Yuli, Experimental study of two-way reinforced concrete slabs under fire, China Civil Engineering Journal, 43, 4, pp. 53-62, (2010)
  • [7] Khalaf J, Huang Z H., The bond behaviour of reinforced concrete members at elevated temperatures, Fire Safety Journal, 103, pp. 19-33, (2019)
  • [8] Zheng Wenzhong, Hou Xiaomeng, Wang Ying, Progress and prospect of fire resistance of reinforced concrete and prestressed concrete structures, Journal of Harbin Institute of Technology, 48, 12, pp. 1-18, (2016)
  • [9] Wang Y, Duan Y K, Ma S, Et al., Behaviour of continuous reinforced concrete floor slabs subjected to different compartment fires, Engineering Structures, 197, (2019)
  • [10] Wang Yong, Ma Shuai, Zhang Yajun, Et al., Experimental study and numerical analysis of concrete continuous slabs subjected to traveling fire, Engineering Mechanics, 37, 3, pp. 202-216, (2020)
123