Assessment and modeling of the debonding failure of fabric-reinforced cementitious matrix (FRCM) systems

Author:

Mandor Ahmed,Refai Ahmed El

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference53 articles.

1. ACI (American Concrete Institute) (2020). ''Design and construction of externally bonded fabric-reinforced cementitious matrix and steel-reinforced grout systems for repair and strengthening of concrete structures.'' ACI 549.4R-20, Farmington Hills, MI, USA.

2. Experimental and numerical study for the shear strengthening of reinforced concrete beams using textile-reinforced mortar;Al-Salloum;J Compos Constr,2012

3. Experimental evaluation of the efficiency of FRCM-U-Wrap joist technology for flexural improvement of RC beam;Anania;Special Publication,2018

4. New Italian guidelines for design of externally bonded Fabric-Reinforced Cementitious Matrix (FRCM) systems for repair and strengthening of masonry and concrete structures;Ascione;Procedia Struct Integrity,2018

5. Bond characteristics of carbon fabric-reinforced cementitious matrix in double shear tests;Awani;Constr Build Mater,2015

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