Plastic axial load and moment interaction curves for fire-exposed steel sections with thermal gradients

Maria E.M. Garlock, Spencer E. Quiel

Research output: Contribution to journalArticlepeer-review

39 Scopus citations

Abstract

Current practice for the design of steel beam-columns (i.e., members under combined axial load and bending) subject to fire is to calculate the capacity of these members assuming a uniform temperature distribution through the depth of the section. This assumption may be acceptable for some members, but there are cases where the member will be heated nonuniformly, thereby developing a thermal gradient through its depth. This paper analyzes the effects of thermal gradients on the combined axial load (P) -moment (M) yield capacity of beam-columns and compares the yield capacity of members with temperature gradients to those with uniform temperature profiles. The prototype beam-columns used in this study are wide-flange (WF) steel sections that are part of a high-rise moment-resisting steel building. This study evaluates the effects of plate thickness, section depth, and the direction of bending (i.e., strong versus weak axis) on the plastic P-M interaction diagram of WF sections with thermal gradients. Results show that a thermal gradient may have a significant effect on the yield capacity of beam-columns, and evaluations that are made assuming a uniform temperature through the section may lead to overestimations or underestimations of the true strength of the section.

Original languageEnglish (US)
Pages (from-to)874-880
Number of pages7
JournalJournal of Structural Engineering
Volume134
Issue number6
DOIs
StatePublished - May 26 2008

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction
  • Materials Science(all)
  • Mechanics of Materials
  • Mechanical Engineering

Keywords

  • Axial loads
  • Beam columns
  • Fire resistance
  • Steel frames
  • Thermal gradient

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