Experimental Investigation on Bond Behavior of Cement-Matrix–Based Composites for Strengthening of Masonry Structures-Reference-Cited by-同舟云学术

Experimental Investigation on Bond Behavior of Cement-Matrix–Based Composites for Strengthening of Masonry Structures

Published:2016-02 Issue:1 Volume:20 Page:04015041
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Alecci Valerio¹,De Stefano Mario²,Luciano Raimondo³,Rovero Luisa⁴,Stipo Gianfranco¹

Affiliation:

1. Dept. of Architecture, Section Materials and Structures, Univ. of Florence, Piazza Brunelleschi 6, 50121 Florence, Italy.

2. Full Professor, Dept. of Architecture, Section Materials and Structures, Univ. of Florence, Piazza Brunelleschi 6, 50121 Florence, Italy.

3. Full Professor, Dept. of Civil and Mechanical Engineering, Univ. of Cassino and Southern Lazio, via G. Di Biasio 43, 03043 Cassino, Frosinone, Italy.

4. Assistant Professor, Dept. of Architecture, Section Materials and Structures, Univ. of Florence, Piazza Brunelleschi 6, 50121 Florence, Italy (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000598

Reference40 articles.

1. Ascione L. Mancusi G. and D’Aponte A. (2014). “Fabric-reinforced cementitious matrix (FRCM): A new Italian guideline under development.” Proc. MuRiCo-4 Conf. Trans Tech Publications Pfaffikon Switzerland 3–10.

2. Babaeidarabad S. (2013). “Masonry walls strengthened with fabric-reinforced cementitious matrix composite subjected to in-plane and out-of-plane load.” Ph.D. thesis Univ. of Miami Miami FL.

3. Shear strengthening of un-reinforced concrete masonry walls with fabric-reinforced-cementitious-matrix

4. Out-of-Plane Behavior of URM Walls Strengthened with Fabric-Reinforced Cementitious Matrix Composite

5. URM Walls Strengthened with Fabric-Reinforced Cementitious Matrix Composite Subjected to Diagonal Compression

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