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author:

Sun, Yao (Sun, Yao.) [1] | Fu, Ziyang (Fu, Ziyang.) [2] | Song, Yuwei (Song, Yuwei.) [3] | Xia, Jun (Xia, Jun.) [4]

Indexed by:

EI Scopus SCIE

Abstract:

This paper presents experimental and numerical investigations on the cross-sectional behavior and compressive capacities of aluminum alloy channel section stub columns after exposure to fire. A testing program was performed, including heating tests, postfire material tests, geometric imperfection measurements, and 16 stub column tests. The testing program was followed by a numerical modeling program. Finite-element models were developed to simulate the test responses and conduct parametric studies to obtain additional numerical data. The obtained test and numerical data were analyzed and adopted to perform design analyses, in which the applicability of the relevant room-temperature design rules in the American, European, and Australian/New Zealand codes to the postfire design of aluminum alloy channel sections under compression were examined. The results of the design analyses reveal that all three examined design codes yield excessively conservative and scattered predictions of postfire strengths, owing to the neglect of significant postfire material strain hardening. Then, a new design approach was proposed by rationally considering the material strain hardening. The new proposal was found to offer greatly improved design accuracy and consistency compared to the American, European, and Australian/New Zealand codes, especially for aluminum alloy channel sections after exposure to elevated temperatures above 400 degrees C.

Keyword:

Aluminum alloys Channel section Design code Elevated temperatures Local buckling Postfire

Community:

  • [ 1 ] [Sun, Yao]Univ, Coll Dublin, Sch Civil Engn, Dublin D04 V1W8, Ireland
  • [ 2 ] [Fu, Ziyang]Xian Jiaotong Liverpool Univ, Dept Civil Engn, Suzhou 215123, Peoples R China
  • [ 3 ] [Xia, Jun]Xian Jiaotong Liverpool Univ, Dept Civil Engn, Suzhou 215123, Peoples R China
  • [ 4 ] [Song, Yuwei]Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Peoples R China

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Source :

JOURNAL OF STRUCTURAL ENGINEERING

ISSN: 0733-9445

Year: 2023

Issue: 7

Volume: 149

3 . 7

JCR@2023

3 . 7 0 0

JCR@2023

ESI Discipline: ENGINEERING;

ESI HC Threshold:35

JCR Journal Grade:1

CAS Journal Grade:3

Cited Count:

WoS CC Cited Count: 12

SCOPUS Cited Count: 17

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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