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Flexural behavior and microstructure of hybrid basalt textile and steel fiber reinforced alkali-activated slag panels exposed to elevated temperatures

  • Tao Li
  • , Yamei Zhang*
  • , Jian-Guo Dai*
  • *Corresponding author for this work

Research output: Journal Publications and ReviewsRGC 21 - Publication in refereed journalpeer-review

Abstract

This study investigates the effects of high temperatures and exposure duration on the flexural behavior and microstructure of hybrid basalt textile and steel fiber reinforced alkali-activated slag panels. Three-point bending tests were conducted after heating specimens to 400 °C, 600 °C, and 800 °C for durations of 1 and 2 h. The effects of thermal exposure on the matrix and the basalt fibers from the panels were investigated with scanning electron microscopy. Element and phase analyses of the matrix were performed after exposure to high temperatures via energy dispersive spectroscopy and X-ray diffraction, respectively. The first crack and peak flexural strength of the specimens not exposed to heat reached 8.9 and 20.5 MPa, respectively. Obvious decreases in flexural performance occurred as temperature and duration increased as a result of the decomposition of the alkali-activated slag mortar (AASM) matrix and the deterioration of the bonding performance between the basalt textile and the matrix. Changing of the Ca/Si ratio, the Al/Si ratio, and the crystalline phase of the AASM matrix indicated that phase transformation occurred after heat exposure at 800 °C. © 2017 Published by Elsevier Ltd.
Original languageEnglish
Pages (from-to)651-660
JournalConstruction and Building Materials
Volume152
Online published12 Jul 2017
DOIs
Publication statusPublished - 15 Oct 2017
Externally publishedYes

Bibliographical note

Publication details (e.g. title, author(s), publication statuses and dates) are captured on an “AS IS” and “AS AVAILABLE” basis at the time of record harvesting from the data source. Suggestions for further amendments or supplementary information can be sent to [email protected].

Funding

The authors acknowledge financial support from the Construction Industry Council Fund (Project code: K-ZJK2) of the Hong Kong S.A.R. and the National Natural Science Foundation of China (51378115 and 51638008).

Research Keywords

  • Alkali-activated slag
  • Duration
  • Elevated temperature
  • Flexural behavior
  • Hybrid reinforcement
  • Microstructure

Policy Impact

  • Cited in Policy Documents

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