Flexural Crack Performance of the Steel–GFRP Strips–UHPC Composite Deck Structure-Reference-Cited by-同舟云学术

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Flexural Crack Performance of the Steel–GFRP Strips–UHPC Composite Deck Structure

Published:2024-09 Issue:9 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zeng Dan¹^ORCID,Luo Xiaochen²,Liu Yang³,Li Zhaochao⁴,Cao Lei⁵^ORCID

Affiliation:

1. School of Civil Engineering, Hunan Univ. of Technology, Zhuzhou 412007, China. ORCID: .

2. Graduate Student, School of Civil Engineering, Hunan Univ. of Technology, Zhuzhou 412007, China.

3. Professor, School of Civil Engineering, Changsha Univ. of Science and Technology, Changsha 410114, China.

4. Professor, School of Civil Engineering, Hunan Univ. of Technology, Zhuzhou 412007, China.

5. School of Civil Engineering, Hunan Univ. of Technology, Zhuzhou 412007, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6789

Reference31 articles.

1. AFNOR (Association française de normalisation). 2016. Concrete-ultra high performance fibre-reinforced concrete-specifications, performance, production and conformity. Jafnor-French Standard Institute, NF P 18-470, ICS: 91.100.30. Saint-Denis, France: AFNOR.

2. Crack Width Prediction for Concrete Beams Strengthened with Carbon FRP Composites

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

4. Cracking load calculation for steel-UHPC composite slabs based on the section-stress method;Bu Y.-Z.;Eng. Mech.,2020

5. Deflection calculation method for UHPC composite beams considering interface slip and shear deformation

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