Retraction: Influence of Relative Mechanical Strengths between New and Old Cement Mortars on the Crack Propagation of Recycled Aggregate Concrete-Reference-Cited by-同舟云学术

Retraction: Influence of Relative Mechanical Strengths between New and Old Cement Mortars on the Crack Propagation of Recycled Aggregate Concrete

Published:2017-03-22 Issue:3 Volume:15 Page:110-125
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Li Wengui¹,Sun Zhihui²,Luo Zhiyu³,Shah Surendra P.⁴

Affiliation:

1. Centre for Built Infrastructure Research (CBIR), School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, Australia.

2. Department of Civil and Environmental Engineering, University of Louisville, Louisville, USA.

3. School of Civil and Environmental Engineering, University of Technology Sydney, Sydney, Australia.

4. Center for Advanced Cement-Based Materials (ACBM), Department of Civil and Environmental Engineering, Northwestern University, Evanston, USA.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/15/3/15_110/_pdf

Reference37 articles.

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2. 2) Bazant, Z., Tabbara, M., Kazemi, M., and Pijaudier-Cabot, G., (1990). “Random particle model for fracture of aggregate or fiber composites.” Journal of Engineering Mechanics, 116(8), 686-1705.

3. 3) Bobko, C. and Ulm, F.-J., (2008). “The nano-mechanical morphology of shale.” Mechanics of Materials, 40(4-5), 318-337.

4. 4) Choi, S. and Shah, S. P., (1999). “Propagation of microcracks in concrete studied with subregion scanning computer vision (SSCV).” ACI Materials Journal, 96(2), 255-260.

5. 5) Cicekli, U., Voyiadjis, G. Z. and Abu Al-Rub, R. K., (2007). “A plasticity and anisotropic damage model for plain concrete.” International Journal of Plasticity, 23(10-11), 1874-1900.

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