High-temperature resistance performance of an inorganic adhesive for concrete structures strengthened with CFRP sheets

Weihong Chen , Hongxing Qiu , Shuangshuang Cui

Journal of Wuhan University of Technology Materials Science Edition ›› 2013, Vol. 28 ›› Issue (5) : 950 -954.

PDF
Journal of Wuhan University of Technology Materials Science Edition ›› 2013, Vol. 28 ›› Issue (5) : 950 -954. DOI: 10.1007/s11595-013-0799-x
Cementitious Material

High-temperature resistance performance of an inorganic adhesive for concrete structures strengthened with CFRP sheets

Author information +
History +
PDF

Abstract

Organic epoxy matrices have been widely used in the FRP reinforcing technique, but they have serious disadvantages of poor high-temperature resistance. An inorganic adhesive is invented to replace the organic adhesive. For the inorganic adhesive at normal temperature and different high temperatures, the microstructure and phase composition are investigated by means of X-ray diffraction (XRD) and SEM respectively. Results show that inorganic adhesive can resist at least 600 °C high temperature. Fire-resistance performance of inorganic adhesive can meet the requirements of fiber reinforced polymer (FRP) strengthened RC structures.

Keywords

strengthening / RC structures / CFRP sheets / inorganic adhesive / high-temperature resistance / microstructure

Cite this article

Download citation ▾
Weihong Chen, Hongxing Qiu, Shuangshuang Cui. High-temperature resistance performance of an inorganic adhesive for concrete structures strengthened with CFRP sheets. Journal of Wuhan University of Technology Materials Science Edition, 2013, 28(5): 950-954 DOI:10.1007/s11595-013-0799-x

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

H Blontrock, L Taerwe, S Matthys. Properties of Fiber Reinforced Plastics at Elevated Temperatures with Regard to Fire Resistance of Reinforced Concrete Members[C]. Fiber Reinforced Polyer Reinforcement for Reinforced Concrete Structures, American Concrete Institute, Detroit, 1999

[2]

Plecnik J M, Iding R, Cunningham J D, . Temperature Effects on Epoxy Adhesives[J]. Journal of the Structural Division, 1980, 106(1): 99-113.

[3]

Bisby L A, Green M F, Kodur V R Modeling the Behavior of Fiber Reinforced Polymer-Confined Concrete Columns Exposed to Fire[J]. Journal of Composites for Construction, 2005, 9(1): 15-24.

[4]

Gamage JCPH, Al-Mahaidi R, Wong M B Bond Characteristics of CFRP Plated Concrete Members Under Elevated Temperatures[J]. Composite Structures, 2006, 75: 199-205.

[5]

Stratford T J, Bisby L A Effect of Warm Temperatures on Externally Bonded FRP Strengthening[J]. Journal of Composites for Construction, 2012, 16(3): 235-244.

[6]

Camata G, Pasquini F, Spacone E High Temperature Flexural Strengthening with Externally Bonded FRP Reinforcement[C]. Proceedings of 8th International Symposium on Fiber Reinforced Polymer (FRP) Reinforcement for Concrete Structures (FRP8RCS), 2007

[7]

Klamer E L, Hordijk D A, Hermes MCJ The Influence of Temperature on RC Beams Strengthened with Externally Bonded CFRP Reinforcement[J]. Heron, 2008, 53(3): 157-185.

[8]

Foden A, Balaguru P, Lyon R, . High Temperature Inorganic Resin for Use in Fiber Reinforced Composites[C]. In: Proceedings of 1st International Conference on Composites in Infrastructures, University of Arizona, 1996

[9]

P Balaguru, S Kurtz. Use of Inorganic Polymer-Fiber Composites for Repair and Rehabilitation of Infrastructures[C]. In: Proceeding of the International Conference on Repair and Rehabilitation of Reinforced Concrete Structures: The State of the Art, Maracaibo, 1997

[10]

Lyon R E, Balaguru P N, Foden A, . Fire-resistant Aluminosilicate Composites[J]. Fire and Materials, 1997, 21(2): 67-73.

[11]

J Hammell, P Balaguru, R Lyon. Influence of Reinforcement Types on The Flexural Properties of Geopolymer Composites[C]. In: Proceedings of the 43rd International SAMPE Symposium and Exhibition, Anaheim, 1998

[12]

Ahmed A, Kodur VKR Effect of Bond Degradation on Fire Resistance of FRP-strengthened Reinforced Concrete Beams[J]. Composites Part B: Engineering, 2011, 42(2): 226-237.

[13]

Zheng W Z, Chen W H, Wang M M Experimental Study on Flexural Behavior of Concrete Beams Strengthened with CFRP Sheets Bonded with an Inorganic Matrix[J]. China Civil Engineering Journal, 2010, 43(4): 37-45.

AI Summary AI Mindmap
PDF

125

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/