Experimental Study on the Shear Behavior of UHPC-Strengthened Concrete T-Beams-Reference-Cited by-同舟云学术

Experimental Study on the Shear Behavior of UHPC-Strengthened Concrete T-Beams

Published:2023-09 Issue:9 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liu Tongxu¹,Charron Jean-Philippe²^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montréal, P.O. Box 6079, Station Centre-Ville, Montréal, QC H3C 3A7, Canada.

2. Full Professor, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montréal, P.O. Box 6079, Station Centre-Ville, Montréal, QC H3C 3A7, Canada (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6122

Reference44 articles.

1. Strengthening of Reinforced-Concrete Beams in Shear with a Fabric-Reinforced Cementitious Matrix

2. Alkhoury M. 2017. Untersuchung der Verstärkung bestehender Stahlbetonkonstruktionen unter Nutzung Ultrahochfesten Betons (UHPC) im Vergleich zu herkömmlichen Verstärkungsmaßnahmen. Hessen: Univ. Kassel.

3. Flexural behavior of reinforced concrete beams strengthened with ultra-high performance fiber reinforced concrete

4. ASTM. 2015. Standard test method for slump of hydraulic-cement concrete. ASTM C143. West Conshohocken, PA: ASTM.

5. ASTM. 2017. Standard practice for fabricating and testing specimens of ultra-high performance concrete. ASTM C1856. West Conshohocken, PA: ASTM.

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