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Author:

Liu, S. (Liu, S..) | Chen, S. (Chen, S..) | Hou, L. (Hou, L..) | Zhou, Z. (Zhou, Z..)

Indexed by:

EI Scopus SCIE

Abstract:

At present few studies have considered the mechanical properties of welded ultra-high strength (UHSS) steel after fire. In this paper, two kinds of ultra-high-strength steels Q890 and Q960 are selected as research object, and the GMAW welding method is used to connect them. An experimental study is conducted to reveal the mechanical properties of welded UHSS specimens after exposure to different high temperatures. The butt-welded UHSS and the corresponding base metal specimens are firstly heated from 200 °C to 1000 °C. After natural cooling to room temperature, the specimens are then subjected to a tensile test, and the stress-strain curves and different fracture modes are obtained. The results shown that temperature, HAZ and softening effect have an impact on the fracture mode and mechanical properties of butt-welded UHSS. Secondly, the variation law of elastic modulus of butt-welded UHSS with increasing temperature is similar to that of UHSS base metal. However, as the temperature increases, the corresponding weakening rates of yield strength and ultimate strength are significantly lower than those of the base material. Finally, based on the experimental results, prediction equations for the reduction factors of mechanical properties indicators of UHSS (base metal and welded) and HSS after fire exposure are proposed, and a comparative analysis is conducted with the existing methods. The results shown that the predictive equations proposed in this paper can more accurately calculate the mechanical properties reduction factors of UHSS (base metal and welded) and HSS after fire. © 2024

Keyword:

Residual mechanical properties Welded steel Fracture modes Ultra-high strength steel Post fire

Author Community:

  • [ 1 ] [Liu S.]Department of civil Engineering, Beijing university of Technology, Beijing, 100000, China
  • [ 2 ] [Chen S.]Department of civil Engineering, Beijing university of Technology, Beijing, 100000, China
  • [ 3 ] [Hou L.]China Railway Construction Group Co. Ltd., Beijing, China
  • [ 4 ] [Zhou Z.]China Railway Construction Group Co. Ltd., Beijing, China

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Source :

Journal of Constructional Steel Research

ISSN: 0143-974X

Year: 2024

Volume: 219

4 . 1 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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