Rapid Degradation of Concrete Anchorage Performance by Liquid Water-Reference-Cited by-同舟云学术

Rapid Degradation of Concrete Anchorage Performance by Liquid Water

Published:2015-10-20 Issue:10 Volume:13 Page:438-448
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Chijiwa Nobuhiro¹,Hong Thi Mai²,Iwanami Mitsuyasu¹,Saito Tomohisa³,Yamaya Atsushi⁴,Motegi Hiroyuki⁴,Shinozaki Hiroo⁵

Affiliation:

1. Tokyo Institute of Technology, Tokyo, Japan.

2. Shimizu Corporation, Tokyo, Japan.

3. Eurus Energy Holdings Corporation, Tokyo, Japan.

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

5. Sumitomo Mitsui Construction Co., Ltd., Osaka, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/13/10/13_438/_pdf

Reference12 articles.

1. 1) Gebreyouhannes, E., Kishi, T. and Maekawa, K., (2008). “Shear fatigue response of cracked concrete interface.” Journal of Advanced Concrete Technology, 6(2), 365-376.

2. 2) Gilkey, H. J., (1926). “The effect of varied curing conditions upon the compressive strength of mortar and concrete.” Proceedings of ACI, 22, 395-436.

3. 3) Graham, J. R., Hamilton, W. S., Hendrickson, J. G., Kaden, R. A., McDonald, J. E., Noble, G. E. and Schrader, E. K., (1987). “Erosion of concrete in hydraulic structures.” ACI Materials Journal, 136-157.

4. 4) Ishibashi, T., Sakata, K., Kojima, T., Matsushita, H., Kishitani, K. and Nishizawa, N., (1987). “Durability of the concrete structures -Fatigue-”. Giho-do shuppan, Tokyo. (in Japanese).

5. 5) Kunieda, M., Chijiwa, N., Ohara, K. and Maekawa, K., (2012). “Feasibility study of autonomous deformation control of PC viaducts, From Materials to Structures - Advancement through Innovation -.” In: Samali, Attard & Song (Eds.), Taylor & Francis Group, London, 313-318.

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