Shear Strength Model for RC Beams with U-Wrapped FRCM Composites-Reference-Cited by-同舟云学术

Shear Strength Model for RC Beams with U-Wrapped FRCM Composites

Published:2020-02 Issue:1 Volume:24 Page:04019057
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

D’Antino Tommaso¹^ORCID,Focacci Francesco²,Sneed Lesley H.³^ORCID,Pellegrino Carlo⁴

Affiliation:

1. Assistant Professor, Dept. of Architecture, Built Environment, and Construction Engineering, Politecnico di Milano, Piazza Leonardo da Vinci, Milan 20133, Italy (corresponding author). ORCID: .

2. Associate Professor, Università eCampus, Via Isimbardi 10, Novedrate 22060, Italy.

3. Associate Professor and Stirrat Faculty Scholar, Dept. of Civil, Architectural and Environmental Engineering, Missouri Univ. of Science and Technology, 1401 North Pine St., Rolla, MO 65409. ORCID:

4. Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Padova, via Marzolo 9, Padova 35131, Italy.

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.1943-5614.0000986

Reference52 articles.

1. A study of the effect of fiber orientation on the torsional behavior of RC beams strengthened with PBO-FRCM composite

2. Extrados strengthening of brick masonry arches with PBO–FRCM composites: Experimental and analytical investigations

3. Intrados strengthening of brick masonry arches with different FRCM composites: Experimental and analytical investigations

4. Vertical shear interaction model between external FRP transverse plates and internal steel stirrups

5. Experimental investigation of bond between glass textile reinforced mortar overlays and masonry: the effect of bond length

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