Effect of fibers on the temperature field and radial deformation behavior of self‐compacting concrete pipes under cyclic fire condition-Reference-Cited by-同舟云学术

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Effect of fibers on the temperature field and radial deformation behavior of self‐compacting concrete pipes under cyclic fire condition

Published:2020-09-10 Issue:1 Volume:22 Page:431-444
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Liu Genjin¹,Ding Yining¹^ORCID,Wang Yuehua²,Zhang Yulin³

Affiliation:

1. State Key Laboratory of Coastal and Offshore Engineering Dalian University of Technology Dalian China

2. Dalian Institute of Building Scientific Research & Design Stock Co. Ltd Dalian China

3. Centre of Mathematics University of Minho Braga Portugal

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.202000038

Reference35 articles.

1. Pore pressure development in hybrid fibre-reinforced high strength concrete at elevated temperatures

2. Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering

3. Mechanical performance of full-scale precast steel fibre-reinforced concrete pipes

4. Stability assessment of shallow tunnels subjected to fire load

5. Toughness enhancement in steel fiber reinforced concrete through fiber hybridization

Cited by 1 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 Toughness Test and Inversion Research on a Thermal Conductivity Formula on Steel Fiber-Reinforced Concrete Components Post-Fire;Materials;2022-07-22

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