Effect of freeze-thaw cycles on tensile properties of CFRP, bond behavior of CFRP-concrete, and flexural performance of CFRP-strengthened concrete beams-Reference-Cited by-同舟云学术

Effect of freeze-thaw cycles on tensile properties of CFRP, bond behavior of CFRP-concrete, and flexural performance of CFRP-strengthened concrete beams

Published:2022-02 Issue: Volume:194 Page:103461
ISSN:0165-232X
Container-title:Cold Regions Science and Technology
language:en
Short-container-title:Cold Regions Science and Technology

Author:

Jiang Fuxiang,Han Xiaofeng,Wang Yutian,Wang Penggang,Zhao Tiejun,Zhang Kai

Funder

Key Technology Research and Development Program of Shandong

National Natural Science Foundation of China

Taishan Scholar Foundation of Shandong Province

Department of Education of Shandong Province

Publisher

Elsevier BV

Subject

General Earth and Planetary Sciences,Geotechnical Engineering and Engineering Geology

Reference78 articles.

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2. Shear behavior of circular concrete members reinforced with GFRP bars and spirals at shear span-to-depth ratios between 1.5 and 3.0;Ali;J. Compos. Constr.,2016

3. Bond strength of different strengthening systems–concrete elements under freeze–thaw cycles and salt water immersion exposure;Al-Mahmoud;Constr. Build. Mater.,2014

4. Load–deflection behavior of RC beams strengthened with GFRP sheets subjected to different environmental conditions;Almusallam;Cem. Concr. Compos.,2006

5. Flexural behavior of RC beams externally strengthened with CFRP composites exposed to severe environment conditions;Al-Rousan;KSCE J. Civ. Eng.,2017

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