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Research into steel-concrete bond in fire conditions

Author(s):

Medium: journal article
Language(s): en 
Published in: Budownictwo i Architektura, , n. 1, v. 2
Page(s): 005-018
DOI: 10.35784/bud-arch.2309
Abstract:

The article presents results from the research into fire temperature influence on steel-concrete bond and on the bond reduction for both in-fire and after-fire status. Bond tests and its results for materials St3S, 18G2 reinforced steel and C16/20, C40/50 concrete, have been described in the article both for in fire and after-fire conditions. All tests have shown a significant reduction of steel-concrete bond as a result of fire temperature. It was proven, that significant bond differences exist between in-fire and after-fire tests, what demonstrate that the bond is regained partially after the exposure.

License:

This creative work has been published under the Creative Commons Attribution-ShareAlike 4.0 International (CC-BY-SA 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given and the same license is used as for the original work (the above link must be included). Any alterations to the original must also be mentioned.

  • About this
    data sheet
  • Reference-ID
    10476186
  • Published on:
    13/11/2020
  • Last updated on:
    02/06/2021