Full-Scale Bending Test Study for PC Hollow Slab Girder Using UHPFRC and Composite Reinforcement Techniques-Reference-Cited by-同舟云学术

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Full-Scale Bending Test Study for PC Hollow Slab Girder Using UHPFRC and Composite Reinforcement Techniques

Published:2020-12 Issue:12 Volume:25 Page:04020103
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Duan Lan¹,Wang Chun-sheng²,Wang Shi-chao¹,Wang Qian¹,Zhang Pei-jie³

Affiliation:

1. Lecturer, Institute of Bridge Engineering, School of Highway, Chang’an Univ., Xi’an 710064, China.

2. Professor, Institute of Bridge Engineering, School of Highway, Chang’an Univ., Xi’an 710064, China (corresponding author).

3. Doctoral Student, Institute of Bridge Engineering, School of Highway, Chang’an Univ., Xi’an 710064, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001638

Reference25 articles.

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

2. Contribution of R-UHPFRC strengthening layers to the shear resistance of RC elements;Bastien-Masse M.;Struct. Eng. Int.,2016

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

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Flexural behavior of the hollow slab girders strengthened with ultra-high performance concrete: Field full-scale experiment and analysis;Construction and Building Materials;2023-12

2. Shear behavior of prestressed concrete T-beams strengthened by steel plate-concrete composite;Engineering Structures;2023-09

3. Flexural Behavior of the Hollow Slab Girders Strengthened with Ultra-High Performance Concrete: Field Full-Scale Experiment and Analysis;2023

4. Analysis of full-scale precast post-tension (FPP) girder for straddle monorail – Experimental and FEA study;Structures;2022-02

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