Basic Bond Characteristics of FRP Strand Sheet-Concrete Interface with Polyurea Resin-Reference-Cited by-同舟云学术

Basic Bond Characteristics of FRP Strand Sheet-Concrete Interface with Polyurea Resin

Published:2020-09-25 Issue:9 Volume:18 Page:505-520
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Ozaki Mitsuhiko¹,Kobayashi Akira²,Sato Yasuhiko¹,Arazoe Masaki³,Tateishi Akihiro⁴,Komori Atsuya⁵

Affiliation:

1. Department of Civil and Environmental Engineering, Waseda University, 3-4-1, Okubo, Shinjuku-ku, Tokyo 169-0072, Japan.

2. Nippon Steel Chemical & Material Co., Ltd., 13-1, Nihonbashi 1-chome, Chuo-ku, Tokyo 103-0027, Japan.

3. Civil Engineering Group, Infrastructural Use Department, Composite Division, Nippon Steel Chemical & Material Co., Ltd., Tokyo 103-0027, Japan.

4. Administration & Planning Group, Composite Development Department, Composite Division, Nippon Steel Chemical & Material Co., Ltd., Tokyo 103-0027, Japan.

5. Reinforcing Materials Sales Group, Infrastructural Use Department, Composite Division, Nippon Steel Chemical & Material Co., Ltd., Tokyo 103-0027, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/18/9/18_505/_pdf

Reference36 articles.

1. 1) Bilotta, A., Ceroni, F., Ludovico, M. D., Nigro, E., Pecce, M. and Manfredi, G., (2011). “Bond efficiency of EBR and NSM FRP systems for strengthening concrete members.” Journal of Composites for Construction, 15(5), 757-772.

2. 2) Ceroni, F. and Pecce, M., (2010). “Evaluation of bond strength in concrete elements externally reinforced with CFRP sheets and anchoring devices.” ASCE Journal of Composites for Construction, 14(5), 521-530.

3. 3) Chen, C., Cheng, L., Sui, L., Xing, F., Li, D. and Zhou, Y., (2018). “Design method of end anchored FRP strengthened concrete structures.” Engineering Structures, 176, 143-158.

4. 4) Chen, F. J. and Teng, G. J., (2001). “Anchorage strength models for FRP and steel plates bonded to concrete.” Journal of Structural Engineering, ASCE, 127(7), 784-791.

5. 5) Dai, J., Ueda, T. and Sato, Y., (2005). “Development of the nonlinear bond stress-slip model of fiber reinforced plastics sheet-concrete interfaces with a simple method.” Journal of Composites for Construction, ASCE.” 9(1), 52-62.

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