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Journals / Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi / 2008 / Cilt: 23 - Sayı: 2

Finite element analysis of jacketed square cross sectional column under axial load

Eksenel yük etkisi altındaki kare kesitli mantolanmış kolonun sonlu elemanlar yöntemiyle analizi

Alper BÜYÜKKARAGÖZ
Yağmur KOPRAMAN
Pages
309–315
Publication Date
2022-10-18
DOI
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

By comparing the experimental results with the prepared computer model results, it was shown that computer model results were similar to real behaviour.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Jacketing is the most popular method in the rehabilitation of the reinforced concrete columns under axial loading.
📊
Key Findings & Data:Not only in Turkey, but also in the other technologically developed countries, this technique is widespread used.
💡
Conclusion & Impact:By comparing the experimental results with the prepared computer model results, it was shown that computer model results were similar to real behaviour.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Domain Parameters

Abstract

Jacketing is the most popular method in the rehabilitation of the reinforced concrete columns under axial loading. Not only in Turkey, but also in the other technologically developed countries, this technique is widespread used. A square cross-sectioned column enlarged by four sides (jacketed) was tested under axial load in the laboratory and the achieved results were compared with the results obtained from the column which was modelled by ANSYS® finite element program. By comparing the experimental results with the prepared computer model results, it was shown that computer model results were similar to real behaviour.

Özet

Eksenel yük altındaki betonarme kolonların onarılması ve güçlendirilmesinde mantolama sıkça kullanılan bir yöntemdir. Bu teknik gerek ülkemizde ve gerekse de teknoloji bakımından gelişmiş olan ülkelerde yaygın bir şekilde uygulanmaktadır. Dört kenarından kesitleri büyütülmüş (mantolanmış) kare kesitli bir kolon laboratuar ortamında eksenel yük altında yüklenerek test edilmiş ve elde edilen sonuçlar ANSYS® sonlu elemanlar programıyla modellenmiş olan kolondan elde edilen sonuçlarla karşılaştırılmıştır. Deney sonuçları ile hazırlanan bilgisayar modeli sonuçları karşılaştırılarak, bilgisayar modeli sonuçlarının gerçek davranışa yakın sonuçlar verdiği gösterilmiştir.

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Cite This Article

BÜYÜKKARAGÖZ, A., KOPRAMAN, Y. (2022). Finite element analysis of jacketed square cross sectional column under axial load. Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi, Cilt: 23 - Sayı: 2, 309–315. https://ajindex.com/articles/523924

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