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

J. M. Yang; K. H. Min; H. O. Shin; Y. S. Yoon

doi:10.1007/978-3-642-17487-2_58

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

J. M. Yang, K. H. Min, H. O. Shin, Y. S. Yoon

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

4 Citations (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 language	English
Title of host publication	Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010
Publisher	Springer Berlin Heidelberg
Pages	275-278
Number of pages	4
ISBN (Print)	9783642174865
DOIs	https://doi.org/10.1007/978-3-642-17487-2_58
Publication status	Published - 2011
Event	5th International Conference on FRP Composites in Civil Engineering, CICE 2010 - Beijing, China Duration: 2010 Sept 27 → 2010 Sept 29

Publication series

Name	Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010

Other

Other	5th International Conference on FRP Composites in Civil Engineering, CICE 2010
Country/Territory	China
City	Beijing
Period	10/9/27 → 10/9/29

ASJC Scopus subject areas

Surfaces and Interfaces

Access to Document

10.1007/978-3-642-17487-2_58

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). (Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010). Springer Berlin Heidelberg. https://doi.org/10.1007/978-3-642-17487-2_58

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

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Yang, JM, Min, KH, Shin, HO & Yoon, YS 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. Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010, Springer Berlin Heidelberg, pp. 275-278, 5th International Conference on FRP Composites in Civil Engineering, CICE 2010, Beijing, China, 10/9/27. https://doi.org/10.1007/978-3-642-17487-2_58

Yang JM, Min KH, Shin HO, Yoon YS. 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. Springer Berlin Heidelberg. 2011. p. 275-278. (Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010). doi: 10.1007/978-3-642-17487-2_58

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

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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.",

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AB - 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.

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

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