Towards a unified low-cycle fatigue model of steel rebars: A meta-analysis-Reference-Cited by-同舟云学术

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Towards a unified low-cycle fatigue model of steel rebars: A meta-analysis

Published:2019-08 Issue: Volume:216 Page:564-575
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Chen Fang-Jian,Yuan Xian-Xun,Yi Wei-Jian

Funder

NSERC Discovery Grant

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference36 articles.

1. Low-cycle fatigue behavior of reinforcing steel;Mander;J. Mater. Civ. Eng.,1994

2. Low-cycle fatigue failure of reinforcing steel bars;Brown;ACI Mater. J.,2004

3. Impact of corrosion on low-cycle fatigue degradation of reinforcing bars with the effect of inelastic buckling;Kashani;Int. J. Fatigue,2015

4. Non-dimensional design procedures for precast, prestressed concrete hybrid frames;Hawileh;PCI J.,2006

5. Cyclic behaviour of uncorroded and corroded steel reinforcing bars;Caprili;Constr. Build. Mater.,2015

Cited by 2 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. Mechanical properties of HRB400E/316L stainless steel clad rebar under low-cycle fatigue;Structures;2022-04

2. Assessment of Effect of Strain Amplitude and Strain Ratio on Energy Dissipation Using Machine Learning;Lecture Notes in Civil Engineering;2020-07-14

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