Bond Strength of Post-installed Anchor Adhering to Damaged Concrete by Freeze-thaw Action

Author:

Yano Yuga1,Shiokoshi Taito1,Takase Yuya2,Ishida Yutaro3,Abe Takahide3,Takahashi Muneomi4,Ishigaki Tsutomu4

Affiliation:

1. College of Environmental Technology, Muroran Institute of Technology, Mizumoto 27-1, Muroran, Hokkaido, Japan.

2. College of Design and Manufacturing Technology, Muroran Institute of Technology, Mizumoto 27-1, Muroran, Hokkaido, Japan.

3. Research and Development Department, TOBISHIMA CORPORATION, Kimagase 5472, Noda, Chiba, Japan.

4. Sales Engineering Division, Hilti Japan Ltd., Chigasakiminami 2-6-20, Tsuzuki-ku, Yokohama, Kanagawa, Japan.

Publisher

Japan Concrete Institute

Reference25 articles.

1. 1) ACI, (1992). “Building code requirements for reinforced concrete (ACI 318-89).” Farmington Hills, Michigan: American Concrete Institute.

2. 2) Ahmed, L. T. and Braimah A., (2019). “Tensile behavior of adhesive anchors under different strain rates.” Engineering Structures, 192, 113-125.

3. 3) ASTM, (2016). “Standard test method for resistance of concrete to rapid freezing and thawing. (ASTM C666/C666M-15).” West Conshohocken, Pennsylvania: ASTM International.

4. 4) Eligehausen, R., Cook, R. A. and Appl, J., (2006). “Behavior and design adhesive bonded anchors.” ACI Structural Journal, 103(6), 822-31.

5. 5) Fagerlund, G., Somerville, G. and Jeppson, J., (2001). “Manual for assessing concrete structures affected by frost.” Lund: Division of Building Materials, Lund Institute of Technology, Sweden.

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