Pengembangan Model Perbaikan dan Peningkatan Kekuatan Struktur Sambungan Balok-Kolom pada Bangunan Pasca Gempa
This paper presents an experimental study on repairing damaged beam-column reinforced concrete joints using carbon fiber reinforced polymer (CFRP). The test objects were in the shape of the letter T which represented the beam-column connection. The test object came from the previous research which h...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Brawijaya
2023-01-01
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| Series: | Rekayasa Sipil |
| Subjects: | |
| Online Access: | https://rekayasasipil.ub.ac.id/index.php/rs/article/view/1053/558 |
| _version_ | 1797962577044570112 |
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| author | Sri Murni Dewi Wisnumurti Ari Wibowo Adi Susetyo Dermawan |
| author_facet | Sri Murni Dewi Wisnumurti Ari Wibowo Adi Susetyo Dermawan |
| author_sort | Sri Murni Dewi |
| collection | DOAJ |
| description | This paper presents an experimental study on repairing damaged beam-column reinforced concrete joints using carbon fiber reinforced polymer (CFRP). The test objects were in the shape of the letter T which represented the beam-column connection. The test object came from the previous research which had been failure. The retrofitted action includes strengthening the column position, injection with concrete glue and adding CFRP. Two kinds of CFRP were use, CFRP sheets (EB) and CFRP strips (NSM). The integrity of concrete after injection were tested with Ultrasonic Pulse Velocity (UPV). The retrofitted specimens were tested in loading frame to occurred strength, stiffness and ductility for each kind of retrofitted action. Three kind of tested were held, bending in one direction, shearing in one direction, and quasi cyclic bending. The selection test adjusted to the damage history of specimen. |
| first_indexed | 2024-04-11T01:15:20Z |
| format | Article |
| id | doaj.art-85b0797bb1464c20afaa53248e8a7872 |
| institution | Directory Open Access Journal |
| issn | 1978-5658 2502-6348 |
| language | English |
| last_indexed | 2024-04-11T01:15:20Z |
| publishDate | 2023-01-01 |
| publisher | University of Brawijaya |
| record_format | Article |
| series | Rekayasa Sipil |
| spelling | doaj.art-85b0797bb1464c20afaa53248e8a78722023-01-04T02:48:17ZengUniversity of BrawijayaRekayasa Sipil1978-56582502-63482023-01-0117110611410.21776/ub.rekayasasipil.2023.017.01.15Pengembangan Model Perbaikan dan Peningkatan Kekuatan Struktur Sambungan Balok-Kolom pada Bangunan Pasca GempaSri Murni Dewi0Wisnumurti1Ari Wibowo2Adi Susetyo Dermawan3Universitas BrawijayaUniversitas BrawijayaUniversitas BrawijayaUniversitas BrawijayaThis paper presents an experimental study on repairing damaged beam-column reinforced concrete joints using carbon fiber reinforced polymer (CFRP). The test objects were in the shape of the letter T which represented the beam-column connection. The test object came from the previous research which had been failure. The retrofitted action includes strengthening the column position, injection with concrete glue and adding CFRP. Two kinds of CFRP were use, CFRP sheets (EB) and CFRP strips (NSM). The integrity of concrete after injection were tested with Ultrasonic Pulse Velocity (UPV). The retrofitted specimens were tested in loading frame to occurred strength, stiffness and ductility for each kind of retrofitted action. Three kind of tested were held, bending in one direction, shearing in one direction, and quasi cyclic bending. The selection test adjusted to the damage history of specimen.https://rekayasasipil.ub.ac.id/index.php/rs/article/view/1053/558beam-column jointretrofitfrpquasi cyclic bending |
| spellingShingle | Sri Murni Dewi Wisnumurti Ari Wibowo Adi Susetyo Dermawan Pengembangan Model Perbaikan dan Peningkatan Kekuatan Struktur Sambungan Balok-Kolom pada Bangunan Pasca Gempa Rekayasa Sipil beam-column joint retrofit frp quasi cyclic bending |
| title | Pengembangan Model Perbaikan dan Peningkatan Kekuatan Struktur Sambungan Balok-Kolom pada Bangunan Pasca Gempa |
| title_full | Pengembangan Model Perbaikan dan Peningkatan Kekuatan Struktur Sambungan Balok-Kolom pada Bangunan Pasca Gempa |
| title_fullStr | Pengembangan Model Perbaikan dan Peningkatan Kekuatan Struktur Sambungan Balok-Kolom pada Bangunan Pasca Gempa |
| title_full_unstemmed | Pengembangan Model Perbaikan dan Peningkatan Kekuatan Struktur Sambungan Balok-Kolom pada Bangunan Pasca Gempa |
| title_short | Pengembangan Model Perbaikan dan Peningkatan Kekuatan Struktur Sambungan Balok-Kolom pada Bangunan Pasca Gempa |
| title_sort | pengembangan model perbaikan dan peningkatan kekuatan struktur sambungan balok kolom pada bangunan pasca gempa |
| topic | beam-column joint retrofit frp quasi cyclic bending |
| url | https://rekayasasipil.ub.ac.id/index.php/rs/article/view/1053/558 |
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