Flexural Strengthening of Two-Way RC Slabs with Textile-Reinforced Mortar: Experimental Investigation and Design Equations-Reference-Cited by-同舟云学术

Flexural Strengthening of Two-Way RC Slabs with Textile-Reinforced Mortar: Experimental Investigation and Design Equations

Published:2017-02 Issue:1 Volume:21 Page:04016065
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Koutas Lampros N.¹,Bournas Dionysios. A.²

Affiliation:

1. Postdoctoral Research Associate, Dept. of Civil and Structural Engineering, Univ. of Sheffield, Sir Frederick Mappin Bldg., Mappin St., Sheffield S1 3JD, U.K.; formerly, Research Fellow, Faculty of Engineering, Univ. of Nottingham, Nottingham NG7 2RD, U.K.

2. Research Officer, European Commission, Joint Research Centre (JRC), Institute for the Protection and Security of the Citizen (IPSC), European Laboratory for Structural Assessment, TP480, via Enrico Fermi 2749, I-21020 Ispra, 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.1943-5614.0000713

Reference31 articles.

1. ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete.” ACI 549 Farmington Hills MI.

2. ACI (American Concrete Institute). (2013). “Design and construction guide of externally bonded FRCM systems for concrete and masonry repair and strengthening.” ACI 549 Farmington Hills MI.

3. URM walls strengthened with fabric-reinforced cementitious matrix composite subjected to diagonal compression;Babaeidarabad S.;J. Compos. Constr.,2013

4. Flexural Strengthening of RC Beams with an Externally Bonded Fabric-Reinforced Cementitious Matrix

5. Textile-reinforced mortar versus fiber-reinforced polymer confinement in reinforced concrete columns;Bournas D. A.;ACI Struct. J.,2007

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