Structural Retrofitting of Corrosion-Damaged Columns in Reinforced Concrete Buildings : A Case Study in KFC Commercial Restaurant Banda Aceh, Indonesia
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| 出版年: | Journal of Physics: Conference Series vol. 2916, no. 1 (Dec 2024), p. 012023 |
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| 第一著者: | |
| その他の著者: | , , , , , |
| 出版事項: |
IOP Publishing
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| 主題: | |
| オンライン･アクセス: | Citation/Abstract Full Text - PDF |
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| 001 | 3147097584 | ||
| 003 | UK-CbPIL | ||
| 022 | |a 1742-6588 | ||
| 022 | |a 1742-6596 | ||
| 024 | 7 | |a 10.1088/1742-6596/2916/1/012023 |2 doi | |
| 035 | |a 3147097584 | ||
| 045 | 2 | |b d20241201 |b d20241231 | |
| 100 | 1 | |a Mahlil, Mahlil |u Department of Civil Engineering, Universitas Syiah Kuala , Aceh, Indonesia | |
| 245 | 1 | |a Structural Retrofitting of Corrosion-Damaged Columns in Reinforced Concrete Buildings : A Case Study in KFC Commercial Restaurant Banda Aceh, Indonesia | |
| 260 | |b IOP Publishing |c Dec 2024 | ||
| 513 | |a Journal Article Case Study | ||
| 520 | 3 | |a The aim of this paper is to identify effective strategies and solution for damaged column due to corrosion. It investigates a case study of a commercial building in Aceh Province, Indonesia, that suffered from corrosion attack in its columns. The building’s structural deterioration was due to the corrosion of its embedded steel reinforcement, which led to cracking, spalling of concrete and ultimately local buckling. The assessment method that conducted on the existing building involved a combination of non-destructive testing, visual inspections, and laboratory analysis to assess the structural condition and identifying the necessary repairs. The structural model was developed using finite element analysis software, which utilizes a numerical method to simulate the structural response to different loads. The retrofitting strategy included both jacketing and the addition of wide flange profile columns to enhance structural integrity. It demonstrates the effectiveness of structural retrofitting in restoring the integrity of structural column damaged by corrosion with the retrofitted columns exhibiting up to 15 greater strength than the existing column. This study provides insights into effective strategies for rehabilitating structures affected by natural disasters. | |
| 651 | 4 | |a Indonesia | |
| 653 | |a Computer program integrity | ||
| 653 | |a Finite element method | ||
| 653 | |a Reinforcing steels | ||
| 653 | |a Nondestructive testing | ||
| 653 | |a Reinforced concrete | ||
| 653 | |a Columns (structural) | ||
| 653 | |a Structural integrity | ||
| 653 | |a Structural response | ||
| 653 | |a Effectiveness | ||
| 653 | |a Cracking (fracturing) | ||
| 653 | |a Commercial buildings | ||
| 653 | |a Natural disasters | ||
| 653 | |a Damage detection | ||
| 653 | |a Retrofitting | ||
| 653 | |a Corrosion tests | ||
| 653 | |a Structural models | ||
| 653 | |a Numerical methods | ||
| 653 | |a Spalling | ||
| 653 | |a Corrosion | ||
| 653 | |a Case studies | ||
| 700 | 1 | |a Fachri, Fachri |u Department of Civil Engineering, Universitas Syiah Kuala , Aceh, Indonesia | |
| 700 | 1 | |a Hady, Munirul |u Department of Civil Engineering, Universitas Syiah Kuala , Aceh, Indonesia | |
| 700 | 1 | |a Siti Mira Maulida |u Department of Civil Engineering, Universitas Syiah Kuala , Aceh, Indonesia | |
| 700 | 1 | |a Ucha Arief Pratama |u Department of Civil Engineering, Universitas Syiah Kuala , Aceh, Indonesia | |
| 700 | 1 | |a Yusputri, Rafiqa Muhnita |u Department of Civil Engineering, Universitas Syiah Kuala , Aceh, Indonesia | |
| 700 | 1 | |a Ulza, Adrian |u Department of Civil Engineering, Universitas Syiah Kuala , Aceh, Indonesia; Tsunami and Disaster Mitigation Research Center (TDMRC), Universitas Syiah Kuala , Aceh, Indonesia | |
| 773 | 0 | |t Journal of Physics: Conference Series |g vol. 2916, no. 1 (Dec 2024), p. 012023 | |
| 786 | 0 | |d ProQuest |t Advanced Technologies & Aerospace Database | |
| 856 | 4 | 1 | |3 Citation/Abstract |u https://www.proquest.com/docview/3147097584/abstract/embedded/6A8EOT78XXH2IG52?source=fedsrch |
| 856 | 4 | 0 | |3 Full Text - PDF |u https://www.proquest.com/docview/3147097584/fulltextPDF/embedded/6A8EOT78XXH2IG52?source=fedsrch |