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The deformability of compressed concrete elements strengthened with FRCM composite materials

Author(s):
Medium: journal article
Language(s): en 
Published in: Budownictwo i Architektura, , n. 1, v. 12
Page(s): 163-170
DOI: 10.35784/bud-arch.2188
Abstract:

In the paper the results of experimental studies performed on compressed concrete elements strengthened with composite fabric of FRCM (Fibre Reinforced Cementitious Matrix) technology are presented. In the studies the influence of temperature, the number of composite fabric layers and the length of ending overlap on the value and distribution of circumferential limit strains was analyzed.

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: 10.35784/bud-arch.2188.
  • About this
    data sheet
  • Reference-ID
    10476145
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020