Experimental Investigation of the Shear Resistance Mechanism on Hybrid NSC-UHPC Predamaged and Undamaged Unidirectional Bridge Slabs-Reference-Cited by-同舟云学术

Experimental Investigation of the Shear Resistance Mechanism on Hybrid NSC-UHPC Predamaged and Undamaged Unidirectional Bridge Slabs

Published:2023-09 Issue:9 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pharand M.¹^ORCID,Charron J.-P.²^ORCID

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montréal, P.O. Box 6079, Station Centre-Ville, Montréal, QC, Canada H3C 3A7. ORCID: .

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12162

Reference38 articles.

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

4. Androuët, C. 2018. Calcul de courbes moyennes, essais de flexion et de traction (Rapport technique préparé à l’attention du Groupe de Recherche en génie des Structures). Montréal, QC, Canada: École Polytechnique Montréal.

5. Bastien Masse, M. 2015. Structural behavior of R-UHPFRC—RC composite slabs. Lausanne, Switzerland: École Polytechnique Fédérale de Lausanne.

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