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Tension‐shear interaction of high‐strength bolts during and after fire

Tension‐shear interaction of high‐strength bolts during and after fire Connections in steel structures play an essential role in the structural stability of the entire construction. This is also true in the event of a fire. The difficulty in designing connections for fire lies in the fact that not only material properties, but also loads applied to the connections change depending on temperature. In addition, the temperature‐dependent decrease in the tensile strength of high‐strength bolts does not coincide with the decrease in shear strength. So far, the influence of combined tension and shear loading on high‐strength bolts has not been studied in detail. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Steel Construction: Design and Research Wiley

Tension‐shear interaction of high‐strength bolts during and after fire

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Publisher
Wiley
Copyright
"© 2019 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin"
ISSN
1867-0520
eISSN
1867-0539
DOI
10.1002/stco.201900008
Publisher site
See Article on Publisher Site

Abstract

Connections in steel structures play an essential role in the structural stability of the entire construction. This is also true in the event of a fire. The difficulty in designing connections for fire lies in the fact that not only material properties, but also loads applied to the connections change depending on temperature. In addition, the temperature‐dependent decrease in the tensile strength of high‐strength bolts does not coincide with the decrease in shear strength. So far, the influence of combined tension and shear loading on high‐strength bolts has not been studied in detail.

Journal

Steel Construction: Design and Research – Wiley

Published: May 1, 2019

Keywords: ; ; ; ; ; ; ; ; ; ;

References

  • Structural Response of World Trade Center Building 1, 2 and 7 to Impact and Fire Damage
    McAllister, T. P.; Gross, J. L.; Sadek, F.; Kirkpatrik, S.; MacNeill, R. A.; Zarghamee, M.
  • The Behaviour of High‐strength Grade 8.8 Bolts in Fire
    Kirby, B. R.
  • Behavior of High‐Strength Grade 10.9 Bolts under Fire Conditions
    Lange, J.; González Orta, F.
  • Effect of Temperature on Thermal and Mechanical Properties of Steel Bolts
    Kodur, V.; Kand, S.; Khaliq, W.
  • Temperatures during fire tests on structure and its prediction according to Eurocodes
    Wald, F.; Chlouba, J.; Uhlíř, A.; Kallerová, P.; Štujberová, M.
  • Integrity of Structural Steel After Exposure to Fire
    Tide, R. H. R.
  • High Temperature Properties of Hot‐rolled, Structural Steels for Use in Fire Engineering Design Studies
    Kirby, B. R.; Preston, R. R.
  • Residual mechanical properties of high‐strength steel bolts subjected to heating‐cooling cycle
    Kodur, V.; Yahyai, M.; Rezaeian, A.; Mhamedreza, E.; Poormohamadj, A.
  • The Mechanisms of Crack Initiation and Crack Propagation in Metal‐Induced Embrittlement of Metals
    Gordon, P.; An, H. H.