Investigation of Load Capacity of Steel Concrete Composite Columns Src Reinforced by IPE-Reference-Cited by-同舟云学术

Investigation of Load Capacity of Steel Concrete Composite Columns Src Reinforced by IPE

Published:2019-06-01 Issue:2 Volume:29 Page:101-116
ISSN:2450-8594
Container-title:Civil and Environmental Engineering Reports
language:en
Short-container-title:

Author:

Beiranvand Peyman¹,Abdollahifar Matin²,Moradpour Ahmad³,Sadeghi Golmakani Saeideh⁴

Affiliation:

1. Lecturer, Department of Civil Engineering , Lorestan University , Khorramabad , Iran

2. M.Sc, Department of Civil Engineering , Zanjan University , Zanjan , Iran

3. PhD Candidate, Khorramabad Branch , Islamic Azad University , Iran

4. M.Sc, Department of Civil Engineering , Ferdowsi University , Mashhad , Iran

Abstract

Abstract In this study, a column with section IPE and different lengths, completely embedded in concrete, is modelled by finite element software ABAQUS. Columns under different bi-axial loading were used and graphs of axial force-axial deformation, interaction axial force, and bending moment and column curve were mapped. The results show that the load capacity of the column, with increasing length and also increasing eccentricity of the axial load, will be reduced. With increasing length, the effect of an increased eccentricity of the reduced load capacity was increased. Equations for the design of the column are also presented. The results of the presented equations were compared with the values obtained from finite element and building national institute 10th topic.

Publisher

Walter de Gruyter GmbH

Subject

General Medicine

Link

https://www.sciendo.com/pdf/10.2478/ceer-2019-0019

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