Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar
Joint Authors
Park, Ki-Tae
Kwon, Seung-Jun
Choi, Youngcheol
Yoo, Sung-Won
Choo, Jinkyo F.
Source
Issue
Vol. 2018, Issue 2018 (31 Dec. 2018), pp.1-13, 13 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2018-11-04
Country of Publication
Egypt
No. of Pages
13
Main Subjects
Abstract EN
Studies examined experimentally the flexural behavior of concrete beams reinforced with the hybrid FRP-steel rebar but very few among them evaluated their fatigue performance.
In this study, the fatigue test has been performed, and an analytical model for simulating the flexural fatigue behavior of the concrete beam reinforced with the hybrid bar considering its postyielding behavior is developed.
A formula relating the postyielding fatigue strain of the rebar to the number of the fatigue cycle is suggested and used in the proposed procedure.
The method simulating the low-cycle behavior of the reinforced concrete beam is found to be satisfactory and can predict the number of cyclic loading to failure.
American Psychological Association (APA)
Choo, Jinkyo F.& Choi, Youngcheol& Kwon, Seung-Jun& Park, Ki-Tae& Yoo, Sung-Won. 2018. Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar. Advances in Civil Engineering،Vol. 2018, no. 2018, pp.1-13.
https://search.emarefa.net/detail/BIM-1116482
Modern Language Association (MLA)
Choo, Jinkyo F.…[et al.]. Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar. Advances in Civil Engineering No. 2018 (2018), pp.1-13.
https://search.emarefa.net/detail/BIM-1116482
American Medical Association (AMA)
Choo, Jinkyo F.& Choi, Youngcheol& Kwon, Seung-Jun& Park, Ki-Tae& Yoo, Sung-Won. Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar. Advances in Civil Engineering. 2018. Vol. 2018, no. 2018, pp.1-13.
https://search.emarefa.net/detail/BIM-1116482
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1116482