Creep behavior of 10. 9s high-strength bolts under and after fire

被引:0
|
作者
Lu Y. [1 ]
Jiang J. [1 ]
Cai W. [2 ]
Chen W. [1 ]
Ye J. [1 ]
机构
[1] School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou
[2] School of civil engineering, Hainan University, Haikou
关键词
creep behavior; creep model; fire; high-strength bolt; micro mechanism;
D O I
10.14006/j.jzjgxb.2022.0139
中图分类号
学科分类号
摘要
As an important structural component in the connection of steel structures, high-strength bolts have a high stress level and may experience creep deformation under high temperatures. This will lead to excessive deformation and failure of the connections, and affect the global fire behavior of the structure. To this end, experiments were conducted to investigate the creep behavior of 10. 9s high-strength bolts under high temperature and after fire. The creep strain-time curves at different temperatures and stress levels were obtained using DIC measurement systems. The fracture surface of the damaged 10. 9s high-strength bolts was scanned by electron microscope to investigate the micromorphology and failure mechanism of the bolts. A high-temperature explicit creep model was calibrated by the test data, and parametric studies were conducted on a T-type connection. The results show that the creep deformation of high-strength bolts is significant at high temperatures, and the creep strain is positively correlated with the temperature and stress ratio. The post-fire creep effect is minor, and the fracture of the bolts after fire is in a brittle intergranular manner represented by a cup-shaped fracture surface. The necking of bolts under high temperatures is obvious and in a ductile transgranular manner. The Field & Field creep model is suitable for characterizing the high-temperature creep behavior of high-strength bolts. The temperature, stress level, and duration time are the main factors affecting the high-temperature creep of high-strength bolts. The creep of bolts has a great impact on the fire resistance of steel connections, and ignoring the influence of creep can lead to unsafe results. © 2023 Science Press. All rights reserved.
引用
收藏
页码:222 / 234
页数:12
相关论文
共 33 条
  • [1] EL GHOR A H, HANTOUCHE E G., Thermal creep mechanical-based modeling for flush endplate connections in fire, Journal of Constructional Steel Research, 136, pp. 11-23, (2017)
  • [2] MOROVAT M, ENGELHARDT M, HELWIG T, Et al., High-temperature creep buckling phenomenon of steel columns subjected to fire, Journal of Structural Fire Engineering, 5, 3, pp. 189-202, (2014)
  • [3] HARMATHY T Z, STANZAK W W., Elevated-temperature tensile and creep properties of some structural and prestressing steels, Fire Test Performance, 464, pp. 186-208, (1970)
  • [4] YAN Shouhai, Experimental study on high temperature creep properties of steel, pp. 11-23, (2015)
  • [5] BRNIC J, TURKALJ G, CANADIJA M, Et al., Creep behavior of high-strength low-alloy steel at elevated temperatures, Materials Science and Engineering: A, 499, 1, pp. 23-27, (2009)
  • [6] MOROVAT M A, LEE J W, ENGELHARDT M D, Et al., Creep properties of ASTM A992 steel at elevated temperatures, Advanced Materials Research, 446, pp. 786-792, (2012)
  • [7] LI Xiang, WANG Weiyong, ZHANG Yanhong, Creep of domestic high strength Q960 steel at elevated temperature and its effect on fire resistance of steel column, China Civil Engineering Journal, 54, 6, pp. 26-34, (2021)
  • [8] WANG Weiyong, ZHANG Linbo, LI Guoqiang, Experimental study on fire resistance of high strength Q690 steel column, Journal of Building Structures, 40, 8, pp. 155-162, (2019)
  • [9] WANG Weiyong, ZHANG Linbo, ZHOU Hongyang, Fire resistance design method of Q460 steel column considering creep and residual stress release, Journal of Building Structures, 43, 2, pp. 76-84, (2022)
  • [10] ZHOU Hao, DU Yong, LI Guoqiang, Et al., Experimental study on temperature expansion and high temperature creep properties of prestressed steel strand, Engineering Mechanics, 35, 6, pp. 123-131, (2018)