A non-linear constitutive relation for the analysis of FRCM elements-Reference-Cited by-同舟云学术

A non-linear constitutive relation for the analysis of FRCM elements

Published:2016 Issue: Volume:2 Page:2674-2681
ISSN:2452-3216
Container-title:Procedia Structural Integrity
language:en
Short-container-title:Procedia Structural Integrity

Author:

Bernardi P.,Ferretti D.,Leurini F.,Michelini E.

Publisher

Elsevier BV

Subject

General Engineering,Energy Engineering and Power Technology

Reference17 articles.

1. AC434, 2013. Masonry and Concrete Strengthening Using Fiber-reinforced Cementitious Matrix (FRCM) Composite Systems. ICC-Evaluation Service. Whittier (CA).

2. Alecci, V., de Stefano, M, Luciano, R., Rovero, L., Stipo, G., 2016. Experimental Investigation on Bond Behavior of Cement-Matrix–Based Composites for Strengthening of Masonry Structures. Journal of Composites for Construction 20.

3. Banholzer, B., 2004. Bond behavior of a Multi-Filament yarn embedded in a cementitious Matrix. Ph.D. thesis, RWTH Aachen University.

4. Mechanical properties and debonding strength of Fabric Reinforced Cementitious Matrix (FRCM) systems for masonry strengthening;Carozzi;Composites Part B: Engineering,2015

5. CEB-FIP Bulletin No.65, 2012. Model Code 2010. Final draft – vol. 1. Lausanne: International Federation for Structural Concrete.

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