Response of ultra-high-performance fiber-reinforced concrete beams with continuous steel reinforcement subjected to low-velocity impact loading

Doo Yeol Yoo; Nemkumar Banthia; Sung Wook Kim; Young Soo Yoon

doi:10.1016/j.compstruct.2015.02.058

Response of ultra-high-performance fiber-reinforced concrete beams with continuous steel reinforcement subjected to low-velocity impact loading

Doo Yeol Yoo, Nemkumar Banthia, Sung Wook Kim, Young Soo Yoon

Research output: Contribution to journal › Article › peer-review

180 Citations (Scopus)

Abstract

To investigate the effect of the reinforcement ratio on the flexural behavior of ultra-high-performance fiber-reinforced concrete (UHPFRC) beams under impact loading, a total of four large-sized (200. ×. 270. ×. 2900. mm) beams were fabricated and tested using a drop-weight impact test machine. The incident kinetic energy and impact velocity were 4.2. kJ and 5.6. m/s, respectively. A higher reinforcement ratio exhibited lower maximum and residual deflections and better deflection recovery. The test results also indicate that the maximum crack width at a certain drop stage decreased with the reinforcement ratio. A nonlinear analytical model for predicting the impact behavior of a UHPFRC beam was developed using multi-layer sectional analysis and single-degree-of-freedom analysis, and the model was verified through comparison with the experimental results.

Original language	English
Pages (from-to)	233-245
Number of pages	13
Journal	Composite Structures
Volume	126
DOIs	https://doi.org/10.1016/j.compstruct.2015.02.058
Publication status	Published - 2015 Aug 1

Bibliographical note

Funding Information:
This research was supported by a grant from a Construction Technology Research Project 13SCIPS02 (Development of impact/blast resistant HPFRCC and evaluation technique thereof) funded by the Ministry on Land, Infrastructure, and Transport.

Publisher Copyright:
© 2015 Elsevier Ltd.

Keywords

Impact
Reinforcement ratio
Sectional analysis
Single-degree-of-freedom
Strain rate
Ultra-high-performance fiber-reinforced concrete

ASJC Scopus subject areas

Ceramics and Composites
Civil and Structural Engineering

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10.1016/j.compstruct.2015.02.058

Cite this

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title = "Response of ultra-high-performance fiber-reinforced concrete beams with continuous steel reinforcement subjected to low-velocity impact loading",

abstract = "To investigate the effect of the reinforcement ratio on the flexural behavior of ultra-high-performance fiber-reinforced concrete (UHPFRC) beams under impact loading, a total of four large-sized (200. ×. 270. ×. 2900. mm) beams were fabricated and tested using a drop-weight impact test machine. The incident kinetic energy and impact velocity were 4.2. kJ and 5.6. m/s, respectively. A higher reinforcement ratio exhibited lower maximum and residual deflections and better deflection recovery. The test results also indicate that the maximum crack width at a certain drop stage decreased with the reinforcement ratio. A nonlinear analytical model for predicting the impact behavior of a UHPFRC beam was developed using multi-layer sectional analysis and single-degree-of-freedom analysis, and the model was verified through comparison with the experimental results.",

keywords = "Impact, Reinforcement ratio, Sectional analysis, Single-degree-of-freedom, Strain rate, Ultra-high-performance fiber-reinforced concrete",

author = "Yoo, {Doo Yeol} and Nemkumar Banthia and Kim, {Sung Wook} and Yoon, {Young Soo}",

note = "Funding Information: This research was supported by a grant from a Construction Technology Research Project 13SCIPS02 (Development of impact/blast resistant HPFRCC and evaluation technique thereof) funded by the Ministry on Land, Infrastructure, and Transport. Publisher Copyright: {\textcopyright} 2015 Elsevier Ltd.",

year = "2015",

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doi = "10.1016/j.compstruct.2015.02.058",

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AU - Yoo, Doo Yeol

AU - Banthia, Nemkumar

AU - Kim, Sung Wook

AU - Yoon, Young Soo

N1 - Funding Information: This research was supported by a grant from a Construction Technology Research Project 13SCIPS02 (Development of impact/blast resistant HPFRCC and evaluation technique thereof) funded by the Ministry on Land, Infrastructure, and Transport. Publisher Copyright: © 2015 Elsevier Ltd.

PY - 2015/8/1

Y1 - 2015/8/1

N2 - To investigate the effect of the reinforcement ratio on the flexural behavior of ultra-high-performance fiber-reinforced concrete (UHPFRC) beams under impact loading, a total of four large-sized (200. ×. 270. ×. 2900. mm) beams were fabricated and tested using a drop-weight impact test machine. The incident kinetic energy and impact velocity were 4.2. kJ and 5.6. m/s, respectively. A higher reinforcement ratio exhibited lower maximum and residual deflections and better deflection recovery. The test results also indicate that the maximum crack width at a certain drop stage decreased with the reinforcement ratio. A nonlinear analytical model for predicting the impact behavior of a UHPFRC beam was developed using multi-layer sectional analysis and single-degree-of-freedom analysis, and the model was verified through comparison with the experimental results.

AB - To investigate the effect of the reinforcement ratio on the flexural behavior of ultra-high-performance fiber-reinforced concrete (UHPFRC) beams under impact loading, a total of four large-sized (200. ×. 270. ×. 2900. mm) beams were fabricated and tested using a drop-weight impact test machine. The incident kinetic energy and impact velocity were 4.2. kJ and 5.6. m/s, respectively. A higher reinforcement ratio exhibited lower maximum and residual deflections and better deflection recovery. The test results also indicate that the maximum crack width at a certain drop stage decreased with the reinforcement ratio. A nonlinear analytical model for predicting the impact behavior of a UHPFRC beam was developed using multi-layer sectional analysis and single-degree-of-freedom analysis, and the model was verified through comparison with the experimental results.

KW - Impact

KW - Reinforcement ratio

KW - Sectional analysis

KW - Single-degree-of-freedom

KW - Strain rate

KW - Ultra-high-performance fiber-reinforced concrete

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JF - Composite Structures

ER -

Response of ultra-high-performance fiber-reinforced concrete beams with continuous steel reinforcement subjected to low-velocity impact loading

Abstract

Bibliographical note

Keywords

ASJC Scopus subject areas

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