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Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers
Joint Authors
Kim, Seung-Ki
Kim, Woosuk
Han, Sang-Mook
Source
Issue
Vol. 2019, Issue 2019 (31 Dec. 2019), pp.1-17, 17 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2019-05-20
Country of Publication
Egypt
No. of Pages
17
Main Subjects
Abstract EN
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.
American Psychological Association (APA)
Kim, Seung-Ki& Kim, Woosuk& Han, Sang-Mook. 2019. Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers. Advances in Civil Engineering،Vol. 2019, no. 2019, pp.1-17.
https://search.emarefa.net/detail/BIM-1116447
Modern Language Association (MLA)
Kim, Seung-Ki…[et al.]. Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers. Advances in Civil Engineering No. 2019 (2019), pp.1-17.
https://search.emarefa.net/detail/BIM-1116447
American Medical Association (AMA)
Kim, Seung-Ki& Kim, Woosuk& Han, Sang-Mook. Behavior Evaluation of Ultrahigh-Performance Concrete Beam Containing Para-Aramid Fibers. Advances in Civil Engineering. 2019. Vol. 2019, no. 2019, pp.1-17.
https://search.emarefa.net/detail/BIM-1116447
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1116447