Effect of Multi-directional Restraint Induced by Reinforced Steel Bars on ASR Expansion and Bond Performance-Reference-Cited by-同舟云学术

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Effect of Multi-directional Restraint Induced by Reinforced Steel Bars on ASR Expansion and Bond Performance

Published:2022-04-19 Issue:4 Volume:20 Page:342-358
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Li Pengfei¹,Tan Ni¹,An Xuehui²,Maekawa Koichi³,Ren Mingqian⁴

Affiliation:

1. Department of Harbor, Waterway and Coastal Engineering, Chongqing Jiaotong University, Chongqing 400074, China.

2. State Key Laboratory of Hydro-science and Engineering, Tsinghua University, Beijing 100084, China.

3. Institute of Urban Innovation, Yokohama National University, Yokohama, Japan.

4. Tokyo Electric Power Services Co.Ltd, Tokyo, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/20/4/20_342/_pdf

Reference35 articles.

1. 1) Ahmed, T., Burley, E., Rigden, S. and Abu-Tair, A. I., (2003). “The effect of alkali reactivity on the mechanical properties of concrete.” Construction and Building Materials, 17(2), 123-144.

2. 2) Aryan, H. and B. Gencturk., (2021). “Influence of alkali-silica reaction on the shear capacity of reinforced concrete beams with minimum transverse reinforcement.” Engineering Structures, 235.

3. 3) Chapman, R. A. and Shah, S. P., (1987). “Early-age bond strength in reinforced concrete.” ACI Materials Journal, 84(6), 501-510.

4. 4) Comby-Peyrot, I., Bernard, F., Bouchard, P. O., Bay, F. and Garcia-Diaz, E., (2009). “Development and validation of a 3d computational tool to describe concrete behaviour at mesoscale application to the alkali-silica reaction.” Computational Materials Science, 46(4), 1163-1177.

5. 5) Dent Glasser, L. and Kataoka, N., (1981). “The chemistry of 'alkali-aggregate' reaction.” Cement and Concrete Research, 11(1), 1-9.

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1. Anisotropic expansion behavior and crack orientation of reinforced concrete due to the alkali–silica reaction;Cement and Concrete Composites;2024-08

2. Long-Term Monitoring of RC Beams under Different Partial Alkali–Silica Reactions: Experimental Results and Restraint Mechanisms;Buildings;2024-07-01

3. Influence of Reinforcing Rebar on Expansion due to Delayed Ettringite Formation along the Bonding Length – Part II: Bond Performance of Reinforced Concrete Affected by DEF Expansion;Journal of Advanced Concrete Technology;2023-11-18

4. Influence of Reinforcing Rebar on Expansion due to Delayed Ettringite Formation along the Bonding Length – Part I: The Role of Bond on Expansive Behavior of Concrete;Journal of Advanced Concrete Technology;2023-11-09

5. A Review of Numerical Models for the Performance Assessment of Concrete Structures Affected by Alkali-Silica Reaction;Journal of Advanced Concrete Technology;2023-08-25

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