Flexural and punching performances of FRP and fiber reinforced concrete on impact loading

K. H. Min; J. M. Yang; D. Y. Yoo; Y. S. Yoon

doi:10.1007/978-3-642-17487-2_89

Flexural and punching performances of FRP and fiber reinforced concrete on impact loading

K. H. Min, J. M. Yang, D. Y. Yoo, Y. S. Yoon

Department of Architecture and Architectural Engineering

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

Abstract

In this study, in order to observe the behaviors of fiber reinforced polymer (FRP) strengthened and steel fiber reinforced concrete specimens for impact and static loads, flexural and punching tests were performed. For the one-way flexural and two-way punching tests, concrete specimens with the dimensions of 50×100×350 mm and 50×350×350 mm were fabricated. The steel fiber reinforced concrete specimens showed much enhanced resistance on two-way punching of static and impact loads. Also, the FRP strengthening system provided the outstanding performance under punching resistance. Because of large tensile strength and toughness of ultra high performance concrete (UHPC) in itself, the UHPC specimens retrofitted with FRP showed marginally enhanced strength and energy dissipating capacity.

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	410-414
Number of pages	5
ISBN (Print)	9783642174865
DOIs	https://doi.org/10.1007/978-3-642-17487-2_89
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

Conference

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

All Science Journal Classification (ASJC) codes

Surfaces and Interfaces

Access to Document

10.1007/978-3-642-17487-2_89

Cite this

Min, K. H., Yang, J. M., Yoo, D. Y., & Yoon, Y. S. (2011). Flexural and punching performances of FRP and fiber reinforced concrete on impact loading. In Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010 (pp. 410-414). (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_89

Min, K. H. ; Yang, J. M. ; Yoo, D. Y. et al. / Flexural and punching performances of FRP and fiber reinforced concrete on impact loading. 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. 410-414 (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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title = "Flexural and punching performances of FRP and fiber reinforced concrete on impact loading",

abstract = "In this study, in order to observe the behaviors of fiber reinforced polymer (FRP) strengthened and steel fiber reinforced concrete specimens for impact and static loads, flexural and punching tests were performed. For the one-way flexural and two-way punching tests, concrete specimens with the dimensions of 50×100×350 mm and 50×350×350 mm were fabricated. The steel fiber reinforced concrete specimens showed much enhanced resistance on two-way punching of static and impact loads. Also, the FRP strengthening system provided the outstanding performance under punching resistance. Because of large tensile strength and toughness of ultra high performance concrete (UHPC) in itself, the UHPC specimens retrofitted with FRP showed marginally enhanced strength and energy dissipating capacity.",

author = "Min, {K. H.} and Yang, {J. M.} and Yoo, {D. Y.} and Yoon, {Y. S.}",

year = "2011",

doi = "10.1007/978-3-642-17487-2_89",

language = "English",

isbn = "9783642174865",

series = "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 = "410--414",

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

note = "5th International Conference on FRP Composites in Civil Engineering, CICE 2010 ; Conference date: 27-09-2010 Through 29-09-2010",

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Min, KH, Yang, JM, Yoo, DY & Yoon, YS 2011, Flexural and punching performances of FRP and fiber reinforced concrete on impact loading. 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. 410-414, 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_89

Flexural and punching performances of FRP and fiber reinforced concrete on impact loading. / Min, K. H.; Yang, J. M.; Yoo, D. Y. 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. 410-414 (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

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N2 - In this study, in order to observe the behaviors of fiber reinforced polymer (FRP) strengthened and steel fiber reinforced concrete specimens for impact and static loads, flexural and punching tests were performed. For the one-way flexural and two-way punching tests, concrete specimens with the dimensions of 50×100×350 mm and 50×350×350 mm were fabricated. The steel fiber reinforced concrete specimens showed much enhanced resistance on two-way punching of static and impact loads. Also, the FRP strengthening system provided the outstanding performance under punching resistance. Because of large tensile strength and toughness of ultra high performance concrete (UHPC) in itself, the UHPC specimens retrofitted with FRP showed marginally enhanced strength and energy dissipating capacity.

AB - In this study, in order to observe the behaviors of fiber reinforced polymer (FRP) strengthened and steel fiber reinforced concrete specimens for impact and static loads, flexural and punching tests were performed. For the one-way flexural and two-way punching tests, concrete specimens with the dimensions of 50×100×350 mm and 50×350×350 mm were fabricated. The steel fiber reinforced concrete specimens showed much enhanced resistance on two-way punching of static and impact loads. Also, the FRP strengthening system provided the outstanding performance under punching resistance. Because of large tensile strength and toughness of ultra high performance concrete (UHPC) in itself, the UHPC specimens retrofitted with FRP showed marginally enhanced strength and energy dissipating capacity.

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T3 - 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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BT - Advances in FRP Composites in Civil Engineering - Proceedings of the 5th International Conference on FRP Composites in Civil Engineering, CICE 2010

PB - Springer Berlin Heidelberg

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Y2 - 27 September 2010 through 29 September 2010

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Min KH, Yang JM, Yoo DY, Yoon YS. Flexural and punching performances of FRP and fiber reinforced concrete on impact loading. 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. 410-414. (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_89

Flexural and punching performances of FRP and fiber reinforced concrete on impact loading

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