Crack Resistant Performance and Crack Width of one-Way Slabs Strengthened with FRP

Dan Ying Gao; Pei Bo You; Chang Hui Zhang

doi:10.4028/www.scientific.net/AMM.71-78.3810

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78Crack Resistant Performance and Crack Width of...

Crack Resistant Performance and Crack Width of one-Way Slabs Strengthened with FRP

Abstract:

Based on the tests of six reinforced concrete slabs strengthened with fibre reinforced plastic (FRP) sheets and one reference slab without the sheet, the influences of factors such as type of FRP sheets (CFRP and GFRP), amount of FRP sheets and strengthening scheme upon the crack resistant performance were presented and discussed in this paper. In the end, a calculation method was put forward, which can be used to calculate cracking moment and crack width in reinforced concrete slabs strengthened with FRP sheets.

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Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

3810-3815

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.3810

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Online since:

July 2011

Authors:

Dan Ying Gao, Pei Bo You, Chang Hui Zhang

Keywords:

Crack Resistant Performance, Crack Width, Fiber Reinforced Plastic (FRP), One-Way Slab

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References

[1] Chenchen Li, Danying Gao, Jun Zhao: Industrial Construction(Supplement), 2004, pp.111-116, in Chinese.

Google Scholar

[2] Danying Gao, Chenchen Li, Jun Zhao: Building Science Vol. 25 (2009), pp.1-6, in Chinese.

Google Scholar

[3] Danying Gao, Wei Qian: Industrial Construction (Supplement), 2006, pp.167-171, in Chinese.

Google Scholar

[4] Jiangbo Zhuang, Lieping Ye, Yizhou Bao, Yangbo Wu: Journal of Southeast University(Natural Science Edition) Vol. 36 (2006), pp.86-91, in Chinese.

Google Scholar

[5] Xinyan Lin, Shuangyin Cao, Fengxia Huang: Earthquake Resistant Engineering and Retrofitting Vol. 29 (2007), pp.59-62, in Chinese.

Google Scholar

[6] Liangtao Bu, Li Song, Chuxian Shi: Journal of Building Structures Vol. 28 (2007), pp.72-79, in Chinese.

Google Scholar

[7] China Association for Engineering Construction Standardization: Technical specification for strengthening concrete structures with carbon fiber reinforced polymer laminate(China Planning Press, Beijing 2003), in Chinese.

Google Scholar

[8] National Standards for People's Republic of China: Standard Methods for Testing of Concrete Structures(China Architecture & Building Press, Beijing 1992), in Chinese.

Google Scholar

[9] HoHai University, Dalian University of Technology, etc: Hydraulic Reinforced Concrete Structure(China Water Power Press, Beijing 1996) , in Chinese.

Google Scholar