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Experimental study on high-strength Q460 steel extended end-plate connections at elevated temperatures

  • Published:2023-01 Issue: Volume:200 Page:107686
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Chen Zhihao,Wang Weiyong,Wang Zhiruoyu

Funder

Natural Science Foundation of Chongqing

Chongqing Science and Technology Commission

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. Eurocode3: Design of Steel Structures, Part 1–12: Additional Rules for the Extension of EN 1993 up to Steel Grades S700, S;CEN,2007

2. Effect of temperature on strength and elastic modulus of high-strength steel;Wang;J. Mater. Civ. Eng.,2015

3. Deterioration of mechanical properties of high strength structural steel S460N under steady state fire condition;Qiang;Mater. Des.,2012

4. State-of-the-art on fire-resistance behavior of high strength steel structures;Luo;J. Tianjin Univ. (Sci. Technol.),2016

5. Research review on the behavior of steel beam to column endplate connections in fire;Li;Progr. Steel Build. Struct.,2020

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