Strengthening effects of sprayed fiber reinforced polymers on concrete
Source abstract
Abstract
The objectives of this study were twofold. The first was to investigate the compressive and flexural behaviors of small‐sized concrete specimens strengthened with sprayed fiber reinforced polymer (SFRP), considering various fiber lengths, fiber volumes, and concrete strengths. The second was to evaluate the strengthening effects of SFRP on the flexural behaviors of large‐sized reinforced concrete beams. U‐shaped strips and shear keys were applied to the test specimens to improve the interfacial bond resistance between the concrete surface and SFRP. POLYM. COMPOS., 36:722–730, 2015. © 2014 Society of Plastics Engineers
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Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Concrete Corrosion and Durability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
School of Civil Environmental and Architectural Engineering Korea University 145, Anam‐ro Seongbuk‐gu Seoul 136‐713 South Korea
R & D Division Hyundai Engineering and Construction Hyundai Research Complex, Mabuk‐dong Giheung‐gu, Yongin‐si Gyeonggi‐do 446‐716 South Korea
Funding
the National Research Foundation of Korea (NRF)
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