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Concrete Cone Failure of Post Installed Fasteners During Fire

Author(s): (Institute of Construction Materials University of Stuttgart)
(Institute of Construction Materials University of Stuttgart)
Medium: journal article
Language(s): English
Published in: ce/papers, , n. 1, v. 6
Page(s): 373-380
DOI: 10.1002/cepa.1920
Abstract:

The fire resistance of fasteners needs to be verified for all failure modes applicable at ambient conditions. Generally, in most cases, for unprotected fasteners loaded in tension, steel failure mode is decisive. But for fasteners made of stainless steel and/or larger (bolt) sizes, concrete cone failure may be the decisive failure mode for small anchorage depths. Due to practical difficulties associated with loading an anchor during a fire test, very limited experimental data is available in literature and that to for relatively small embedment depths. The paper presents the results (6 nos) of the fire tests conducted on expansion anchors (made of stainless steel) with sizes M12 (hef = 70 mm) and M20 (hef = 100 mm). Moreover, the paper also compares the reduction in the concrete cone capacity with exposure duration, predicted as per the current design guidelines and the new set of experimental data obtained in this study.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/cepa.1920.
  • About this
    data sheet
  • Reference-ID
    10767405
  • Published on:
    17/04/2024
  • Last updated on:
    17/04/2024
 
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