Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers
This experimental research was performed to evaluate the shear and flexural behavior for two cases of reinforced concrete beams: ultrahigh-performance concrete (UHPC) and normal-strength concrete jacketed with UHPC. The experiment was performed to examine the optimum para-aramid fiber to reinforce t...
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Format: | Article |
Language: | English |
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Wiley
2019-01-01
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Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/5187630 |
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author | Seung-Ki Kim Woosuk Kim Sang-Mook Han |
author_facet | Seung-Ki Kim Woosuk Kim Sang-Mook Han |
author_sort | Seung-Ki Kim |
collection | DOAJ |
description | This experimental research was performed to evaluate the shear and flexural behavior for two cases of reinforced concrete beams: ultrahigh-performance concrete (UHPC) and normal-strength concrete jacketed with UHPC. The experiment was performed to examine the optimum para-aramid fiber to reinforce the ductile UHPC, with the test variables fiber diameter and length. Beam tests were then performed to evaluate the performance of the UHPC and jacketed beams. The UHPC beam tests with and without stirrups were conducted to evaluate flexural and shear behavior, respectively. The beam tests with and without jacketing were conducted to evaluate the reinforcement performance of UHPC. |
format | Article |
id | doaj-art-9d5e23e0eb1c422dafece135b9998fb5 |
institution | Kabale University |
issn | 1687-8086 1687-8094 |
language | English |
publishDate | 2019-01-01 |
publisher | Wiley |
record_format | Article |
series | Advances in Civil Engineering |
spelling | doaj-art-9d5e23e0eb1c422dafece135b9998fb52025-02-03T05:51:17ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/51876305187630Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid FibersSeung-Ki Kim0Woosuk Kim1Sang-Mook Han2School of Architecture, Kumoh National Institute of Technology, Republic of KoreaSchool of Architecture, Kumoh National Institute of Technology, Republic of KoreaDepartment of Civil Engineering, Kumoh National Institute of Technology, Republic of KoreaThis experimental research was performed to evaluate the shear and flexural behavior for two cases of reinforced concrete beams: ultrahigh-performance concrete (UHPC) and normal-strength concrete jacketed with UHPC. The experiment was performed to examine the optimum para-aramid fiber to reinforce the ductile UHPC, with the test variables fiber diameter and length. Beam tests were then performed to evaluate the performance of the UHPC and jacketed beams. The UHPC beam tests with and without stirrups were conducted to evaluate flexural and shear behavior, respectively. The beam tests with and without jacketing were conducted to evaluate the reinforcement performance of UHPC.http://dx.doi.org/10.1155/2019/5187630 |
spellingShingle | Seung-Ki Kim Woosuk Kim Sang-Mook Han Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers Advances in Civil Engineering |
title | Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers |
title_full | Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers |
title_fullStr | Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers |
title_full_unstemmed | Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers |
title_short | Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers |
title_sort | behavior evaluation of ultrahigh performance concrete beam containing para aramid fibers |
url | http://dx.doi.org/10.1155/2019/5187630 |
work_keys_str_mv | AT seungkikim behaviorevaluationofultrahighperformanceconcretebeamcontainingparaaramidfibers AT woosukkim behaviorevaluationofultrahighperformanceconcretebeamcontainingparaaramidfibers AT sangmookhan behaviorevaluationofultrahighperformanceconcretebeamcontainingparaaramidfibers |