Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar
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...
Saved in:
| Main Authors: | , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2018-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2018/6986047 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1832562922620977152 |
|---|---|
| author | Jinkyo F. Choo Young-Cheol Choi Seung-Jun Kwon Ki-Tae Park Sung-Won Yoo |
| author_facet | Jinkyo F. Choo Young-Cheol Choi Seung-Jun Kwon Ki-Tae Park Sung-Won Yoo |
| author_sort | Jinkyo F. Choo |
| collection | DOAJ |
| description | 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. |
| format | Article |
| id | doaj-art-042e5ba61c5e49f5a1a98bde6d5bd793 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2018-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-042e5ba61c5e49f5a1a98bde6d5bd7932025-02-03T01:21:21ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/69860476986047Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel RebarJinkyo F. Choo0Young-Cheol Choi1Seung-Jun Kwon2Ki-Tae Park3Sung-Won Yoo4Department of Energy Engineering, Konkuk University, 120 Neungdong-ro, Gwangjin-gu, Seoul 05029, Republic of KoreaDepartment of Civil and Environmental Engineering, Gachon University, 1342 Seongnamdaero, Sujeong-gu, Seongnam-si, Gyeonggi-do 13120, Republic of KoreaDepartment of Civil and Environmental Engineering, Hannam University, 70 Hannamro, Daedeok-gu, Daejeon 34430, Republic of KoreaStructural Engineering Research Institute, Korea Institute of Civil Engineering and Building Technology, 283 Goyangdae-ro, Ilsanseo-gu, Goyang-si, Gyeonggi-do 10223, Republic of KoreaDepartment of Civil and Environmental Engineering, Gachon University, 1342 Seongnamdaero, Sujeong-gu, Seongnam-si, Gyeonggi-do 13120, Republic of KoreaStudies 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.http://dx.doi.org/10.1155/2018/6986047 |
| spellingShingle | Jinkyo F. Choo Young-Cheol Choi Seung-Jun Kwon Ki-Tae Park Sung-Won Yoo Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar Advances in Civil Engineering |
| title | Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar |
| title_full | Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar |
| title_fullStr | Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar |
| title_full_unstemmed | Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar |
| title_short | Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar |
| title_sort | low cycle flexural fatigue behavior of concrete beam reinforced with hybrid frp steel rebar |
| url | http://dx.doi.org/10.1155/2018/6986047 |
| work_keys_str_mv | AT jinkyofchoo lowcycleflexuralfatiguebehaviorofconcretebeamreinforcedwithhybridfrpsteelrebar AT youngcheolchoi lowcycleflexuralfatiguebehaviorofconcretebeamreinforcedwithhybridfrpsteelrebar AT seungjunkwon lowcycleflexuralfatiguebehaviorofconcretebeamreinforcedwithhybridfrpsteelrebar AT kitaepark lowcycleflexuralfatiguebehaviorofconcretebeamreinforcedwithhybridfrpsteelrebar AT sungwonyoo lowcycleflexuralfatiguebehaviorofconcretebeamreinforcedwithhybridfrpsteelrebar |