Behavior of high-strength concrete beams reinforced with different types of flexural reinforcement and fiber

J. M. Yang, K. H. Min, H. O. Shin, Young Soo Yoon

Research output: Chapter in Book/Report/Conference proceedingConference contribution

1 Citation (Scopus)

Abstract

Six high-strength concrete beam specimens reinforced with different types of flexural reinforcement were constructed and tested. All beam specimens consisted of two layers of flexural reinforcements. Three types of conventional steel bars, CFRP bars, and GFRP bars were used as a flexural reinforcement. While three beam specimens were reinforced with single type of flexural reinforcement, the other three beams were reinforced with combination of two types of flexural reinforcement. In addition, four more high-strength concrete beam specimens were constructed and tested to investigate the influence of fibers on the behavior of FRP bar-reinforced concrete beams. Two types of hooked steel fiber and crimped synthetic fiber were used.

Original languageEnglish
Title of host publicationAdvances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010
PublisherSpringer-Verlag Berlin Heidelberg
Pages275-278
Number of pages4
Publication statusPublished - 2011 Jan 1
Event5th International Conference on FRP Composites in Civil Engineering, CICE 2010 - Beijing, China
Duration: 2010 Sep 272010 Sep 29

Other

Other5th International Conference on FRP Composites in Civil Engineering, CICE 2010
CountryChina
CityBeijing
Period10/9/2710/9/29

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ASJC Scopus subject areas

  • Surfaces and Interfaces

Cite this

Yang, J. M., Min, K. H., Shin, H. O., & Yoon, Y. S. (2011). Behavior of high-strength concrete beams reinforced with different types of flexural reinforcement and fiber. In Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010 (pp. 275-278). Springer-Verlag Berlin Heidelberg.