Bond-slip models for the interface between steel fabric reinforced cementitious matrix and concrete substrate

Author:

Ascione F,Lamberti M,Napoli AORCID,Realfonzo RORCID

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference60 articles.

1. Flexural behaviour of RC members strengthened with FRCM: state-of-the-art and predictive formulas;Bencardino;Composites Part B,2018

2. Compressive strength of concrete confined with fabric reinforced cementitious matrix (FRCM): analytical models;Napoli;Composites Part C: Open Access,2020

3. Compressive strength of confined column with Fiber Reinforced Mortar (FRM): new design-oriented-models;Cascardi;Construction and building materials,2017

4. Strengthening of concrete structures with textile reinforced mortars: state-of-the-art review;Koutas;Journal of Composites for Construction,2019

5. Experimental and analytical investigation on bond between carbon-FRCM materials and masonry;D’Ambrisi;Composites Part B,2013

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