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Author:

Liu, Hongbo (Liu, Hongbo.) | Tan, Zhilun (Tan, Zhilun.) | Chen, Zhihua (Chen, Zhihua.) | Liu, Zhansheng (Liu, Zhansheng.) (Scholars:刘占省) | Liu, Dongyu (Liu, Dongyu.)

Indexed by:

EI Scopus SCIE

Abstract:

Through tensile testing of 15 steel bolt-sphere joints and 15 aluminum alloy bolt-sphere joints, influencing rules of material type, high temperature and cooling mode on tensile properties of post-fire bolt-sphere joints were studied, and then failure modes of the joints were determined. According to experimental data, the calculation formula of residual tension capacity of post-fire bolt-sphere joints was presented. Experimental data indicated that (1) decreased extension on the mechanical properties of aluminum alloy bolt-sphere joints after high temperature in the fire was significantly higher than that of the steel bolt-sphere joints; (2) when fire temperature was lower than 800 degrees C, the tension capacity of steel bolt-sphere joints could be restored by more than 90% after cooling; (3) when fire temperature was lower than 500 degrees C, the tension capacity of aluminum alloy bolt-sphere joints could be restored by more than 50% after cooling; (4) bolt-sphere joints could still satisfy the requirement of "strong node and weak member" after a fire; and (5) material type and fire temperature were the main factors that influenced post-fire mechanical properties of bolt-sphere joints.

Keyword:

Post-fire Tensile properties Experimental study Bolt-sphere joints Prediction formula

Author Community:

  • [ 1 ] [Liu, Hongbo]Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
  • [ 2 ] [Chen, Zhihua]Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China
  • [ 3 ] [Liu, Hongbo]Tianjin Univ, Dept Civil Engn, Tianjin 300072, Peoples R China
  • [ 4 ] [Tan, Zhilun]Tianjin Univ, Dept Civil Engn, Tianjin 300072, Peoples R China
  • [ 5 ] [Chen, Zhihua]Tianjin Univ, Dept Civil Engn, Tianjin 300072, Peoples R China
  • [ 6 ] [Liu, Dongyu]Tianjin Univ, Dept Civil Engn, Tianjin 300072, Peoples R China
  • [ 7 ] [Liu, Hongbo]Tianjin Univ, Key Lab Coast Civil Struct Safety China, Minist Educ, Tianjin 300072, Peoples R China
  • [ 8 ] [Chen, Zhihua]Tianjin Univ, Key Lab Coast Civil Struct Safety China, Minist Educ, Tianjin 300072, Peoples R China
  • [ 9 ] [Liu, Zhansheng]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China

Reprint Author's Address:

  • 刘占省

    [Liu, Zhansheng]Beijing Univ Technol, Coll Architecture & Civil Engn, Beijing 100124, Peoples R China

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Source :

INTERNATIONAL JOURNAL OF STEEL STRUCTURES

ISSN: 1598-2351

Year: 2018

Issue: 3

Volume: 18

Page: 802-820

1 . 5 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:156

JCR Journal Grade:4

Cited Count:

WoS CC Cited Count: 5

SCOPUS Cited Count: 5

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 5

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