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Journals / Teknik Bilimler Dergisi / 2024 / Cilt: 14 Sayı: 2

Determination Of Weld Thickness In Hollow Section Connection Under Local Buckling Effect

Kutu Kesitli Birleşimlerde Kaynak Kalınlığının Bölgesel Burkulma Davranışına Etkisi

İlyas Devran Çelik(SÜLEYMAN DEMİREL ÜNİVERSİTESİ)0000-0001-9011-4041
Mehmet Fenkli(ISPARTA UYGULAMALI BİLİMLER ÜNİVERSİTESİ)
Mustafa Sivri(Isparta Uygulamalı Bilimler Üniversitesi)0000-0002-2756-5357
Tuğrul Tulunay(SÜLEYMAN DEMİREL ÜNİVERSİTESİ, FEN BİLİMLERİ ENSTİTÜSÜ)
Pages
42–58
Publication Date
2024-08-09
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AI Summary & Key Takeaways

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

Ansys Workbench was used in numerical models to analyze the corner welds of different thicknesses and lengths depending on plate dimensions and to examine their behavior.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Hollow section profiles are widely used in the structural steel industry.
📊
Key Findings & Data:An important point to take into consideration in such connections is the continuous transfer of internal forces from element to element.
💡
Conclusion & Impact:Ansys Workbench was used in numerical models to analyze the corner welds of different thicknesses and lengths depending on plate dimensions and to examine their behavior.
🔬Design:Modeling & Simulation
📍Scope:Comprehensive Sample
⚙️Variables:Kutu kesit kiriş-kolon birleşimleri · hesap ve yapım prensipleri 2016 · çelik yapıların tasarımı

Abstract

Hollow section profiles are widely used in the structural steel industry. An important point to take into consideration in such connections is the continuous transfer of internal forces from element to element. One of the measures taken to ensure this continuity is to use end plates. The connection between plates and elements is mainly provided by welds. The aim of this study is to determine an optimum weld thickness for connections subjected to local buckling of box-beam-columns under bending. Corner and circular fillet welds were used to join the designed plates with box columns and beams. Hollow section profile connections were experimentally studied in the Steel Structure Laboratory of the Department of Civil Engineering of Süleyman Demirel University. Results were used to develop numerical models. Ansys Workbench was used in numerical models to analyze the corner welds of different thicknesses and lengths depending on plate dimensions and to examine their behavior.

Özet

Kutu kesitli profiller yapısal çelik endüstrisinde yaygın olarak kullanılmaktadır. Bu tür bağlantılarda dikkat edilmesi gereken önemli bir nokta iç kuvvetlerin elemandan elemana sürekli olarak aktarılmasıdır. Bu sürekliliğin sağlanması için alınan önlemlerden biri de ek plakaların kullanılmasıdır. Plakalar ve elemanlar arasındaki bağlantı esas olarak kaynaklarla sağlanır. Bu çalışmanın amacı, eğilme altında yerel burkulmaya maruz kalan kutu kolon- kiriş birleşimleri için optimum kaynak kalınlığının belirlenmesidir. Tasarlanan plakalar, köşe ve dairesel köşe kaynaklarla kutu kolon-kiriş birleşimlerinde kullanılmıştır. Kutu profil bağlantıları Süleyman Demirel Üniversitesi İnşaat Mühendisliği Bölümü Çelik Yapı Laboratuvarı'nda deneysel olarak incelenmiştir. Sonuçlar sayısal modeller geliştirmek için kullanılmıştır. Plaka boyutlarına bağlı olarak farklı kalınlık ve uzunluktaki köşe kaynaklarının analiz edilmesi ve davranışlarının incelenmesi amacıyla sayısal modellerde Ansys Workbench program kullanılmıştır.

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Cite This Article

Çelik, İ. D., Fenkli, M., Sivri, M., Tulunay, T. (2024). Determination Of Weld Thickness In Hollow Section Connection Under Local Buckling Effect. Teknik Bilimler Dergisi, Cilt: 14 Sayı: 2, 42–58. https://doi.org/10.35354/tbed.1384943

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