Influence of Bar Diameter on Low-Cycle Fatigue Degradation of Reinforcing Bars-Reference-Cited by-同舟云学术

Influence of Bar Diameter on Low-Cycle Fatigue Degradation of Reinforcing Bars

Published:2019-04 Issue:4 Volume:31 Page:06019002
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Kashani Mohammad M.¹,Cai Shunyao²,Davis Sean A.³,Vardanega Paul J.⁴

Affiliation:

1. Associate Professor, Faculty of Engineering and Physical Sciences, Univ. of Southampton, Southampton SO17 1BJ, UK.

2. Lecturer, School of Construction Management and Real Estate, Chongqing Univ., 83 Shabei St., Shapingba, Chongqing 400045, China.

3. Senior Lecturer, School of Chemistry, Univ. of Bristol, Cantock’s Close, Bristol BS8 1TS, UK.

4. Senior Lecturer in Civil Engineering, Dept. of Civil Engineering, Univ. of Bristol, Queen’s Bldg., University Walk, Bristol BS8 1TR, UK (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002637

Reference33 articles.

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

2. RC ELEMENTS UNDER CYCLIC LOADING

3. Modeling for Postyield Buckling of Reinforcement

4. Cumulative seismic damage of circular bridge columns: Benchmark and low-cycle fatigue tests;El-Bahy A.;ACI Struct. J.,1999

5. High-cycle fatigue behaviour of reinforcing steel under the effect of ongoing corrosion

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