The deformability of compressed concrete elements strengthened with FRCM composite materials

Tomasz Trapko


Division of Concrete Structures; Institute of Building Engineering; Wroclaw University of Technology (Poland)
https://orcid.org/0000-0002-6375-7145

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.


Keywords:

FRCM, debonding, strain, stress

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Published
2013-03-11

Cited by

Trapko, T. (2013) “The deformability of compressed concrete elements strengthened with FRCM composite materials”, Budownictwo i Architektura, 12(1), pp. 163–170. doi: 10.35784/bud-arch.2188.

Authors

Tomasz Trapko 

Division of Concrete Structures; Institute of Building Engineering; Wroclaw University of Technology Poland
https://orcid.org/0000-0002-6375-7145

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