Dergiler / Journal of Structural Engineering & Applied Mechanics (Online) / 2020 / Cilt: 3 - Sayı: 3

Stability analysis of columns with variable cross-sections

Sayfa
169–179
Yayın Tarihi
2022-10-19
DOI
—
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⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

It has been revealed that boundary conditions and the shape of the cross-section effects the stability of the columns dependent to the critical buckling load values.

📌 3 Maddede Bu Makale

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Amaç & Hipotez:In civil engineering applications columns with variable cross-sections are commonly used for various reasons and buckling has a very important role in the design of these members.
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Temel Bulgular & Veri:In this investigation square columns with variable cross-sections and circular columns with variable cross-sections is considered.
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Sonuç & Katkı:It has been revealed that boundary conditions and the shape of the cross-section effects the stability of the columns dependent to the critical buckling load values.
🔬Tür:Modelleme & Sayısal Simülasyon
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Alan Parametreleri

Abstract

In civil engineering applications columns with variable cross-sections are commonly used for various reasons and buckling has a very important role in the design of these members. In this investigation square columns with variable cross-sections and circular columns with variable cross-sections is considered. These examples evaluated for four different strength classes of normal strength concrete and four different boundaryconditions. ANSYS Parametric Design Language codes are developed to analyze the columns with variable cross-sections models systematically and obtained results are presented with tables and graphics. It has been revealed that boundary conditions and the shape of the cross-section effects the stability of the columns dependent to the critical buckling load values.

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Bu Makaleye Atıf Yap

SARAÇOĞLU, M. H., UZUN, S. (2022). Stability analysis of columns with variable cross-sections. Journal of Structural Engineering & Applied Mechanics (Online), Cilt: 3 - Sayı: 3, 169–179. https://ajindex.com/articles/566371

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Kaynakça (1)

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