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Author:

Zheng, Mingpo (Zheng, Mingpo.) | Li, Ying (Li, Ying.) | Guo, Jinfei (Guo, Jinfei.) | Yan, Xing (Yan, Xing.) | Liu, Zhifeng (Liu, Zhifeng.) | Wahab, Magd Abdel (Wahab, Magd Abdel.)

Indexed by:

EI Scopus SCIE

Abstract:

Bolted joint is one of the most widely used connection forms in various kinds of engineering applications. However, the presence of service torque, which is generated after tightening and easily neglected, will affect the mechanical properties of bolted joints under torsional loads. In this work, the mechanical properties of bolted joints under torsional loads, as well as the corresponding torque thresholds, are theoretically analyzed. Firstly, the torque state analysis under torsional loads about the typical form of bolted joint is carried out and followed by the bolted joint with multiple plates. Torsional loads in two opposite directions along the thread axis are considered, namely loosening torsional load and tightening torsional load. Results show that the mechanical properties of bolted joints exhibit distinct characteristics in different load directions. Loss of clamping force and structural failure may be induced by loosening torsional load under specific circumstances. In contrast, the clamping force may increase under tightening torsional load. The mechanical behavior of bolted joints is determined by the friction torque combinations of various contact surfaces and the loosening or tightening torque threshold. Therefore, the torque thresholds can be used as performance characterization and control parameters to further improve the mechanical properties.

Keyword:

Service torque Loosening torsional load Mechanical properties Tightening torsional load

Author Community:

  • [ 1 ] [Zheng, Mingpo]Beijing Univ Technol, Beijing Key Lab Adv Mfg Technol, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 2 ] [Li, Ying]Beijing Univ Technol, Beijing Key Lab Adv Mfg Technol, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 3 ] [Guo, Jinfei]Beijing Univ Technol, Beijing Key Lab Adv Mfg Technol, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 4 ] [Yan, Xing]Beijing Univ Technol, Beijing Key Lab Adv Mfg Technol, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 5 ] [Liu, Zhifeng]Beijing Univ Technol, Beijing Key Lab Adv Mfg Technol, 100 Pingleyuan, Beijing 100124, Peoples R China
  • [ 6 ] [Liu, Zhifeng]Jilin Univ, Jilin Prov Key Lab Adv Mfg & Intelligent Technol H, Minist Educ, Changchun 130025, Jilin, Peoples R China
  • [ 7 ] [Zheng, Mingpo]Univ Ghent, Fac Engn & Architecture, Lab Soete, Technol Pk Zwijnaarde 46, B-9052 Zwijnaarde, Belgium
  • [ 8 ] [Wahab, Magd Abdel]Univ Ghent, Fac Engn & Architecture, Lab Soete, Technol Pk Zwijnaarde 46, B-9052 Zwijnaarde, Belgium
  • [ 9 ] [Wahab, Magd Abdel]Yuan Ze Univ, Coll Engn, Taoyuan, Taiwan
  • [ 10 ] [Wahab, Magd Abdel]Jozef Stefan Inst, Parallel & Distributed Syst Lab, Jamova cesta 39, Ljubljana SI-1000, Slovenia

Reprint Author's Address:

  • [Liu, Zhifeng]Beijing Univ Technol, Beijing Key Lab Adv Mfg Technol, 100 Pingleyuan, Beijing 100124, Peoples R China;;[Wahab, Magd Abdel]Univ Ghent, Fac Engn & Architecture, Lab Soete, Technol Pk Zwijnaarde 46, B-9052 Zwijnaarde, Belgium

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Source :

ENGINEERING STRUCTURES

ISSN: 0141-0296

Year: 2025

Volume: 325

5 . 5 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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