Prediction of Moment–Curvature Response and Maximum Bending Resistance for Hybrid NSC-UHPC Elements-Reference-Cited by-同舟云学术

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Prediction of Moment–Curvature Response and Maximum Bending Resistance for Hybrid NSC-UHPC Elements

Published:2023-11 Issue:11 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-12407

Reference33 articles.

1. AFGC (Association Française de Génie Civil). 2013. Bétons fibrés à ultra-hautes performances. Rue boissière, Paris: AFGC.

2. Composite model for predicting the punching resistance of R-UHPFRC–RC composite slabs

3. Effect of fiber orientation on the in-plane tensile response of UHPFRC reinforcement layers

4. UHPFRC technology to enhance the performance of existing concrete bridges

5. Brühwiler E. and E. Denarie. 2013. “Rehabilitation and strengthening of concrete structures using ultra-high performance fibre reinforced concrete.” In Proc. 3rd Int. Conf. on Concrete Repair Rehabilitation and Retrofitting (ICCRRR) 70–79. Boca Raton FL: CRC Press.

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