Investigation of Stress-Strain-Time Relationships of Concrete Filled Steel Tube Columns

In this study, time dependent creep and shrinkage behaviors of concrete filled steel box section columns are investigated by using various methods. Time dependent behavior is examined by using effective modulus method, age-adjusted effective modulus method, creep rate method and Dischinger method. S...

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Main Authors: Mutlu Seçer, Mehmet Emin Kural
Format: Article
Language:English
Published: Pamukkale University 2010-01-01
Series:Pamukkale University Journal of Engineering Sciences
Subjects:
Online Access:http://dergipark.ulakbim.gov.tr/pajes/article/view/5000088700
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author Mutlu Seçer
Mehmet Emin Kural
author_facet Mutlu Seçer
Mehmet Emin Kural
author_sort Mutlu Seçer
collection DOAJ
description In this study, time dependent creep and shrinkage behaviors of concrete filled steel box section columns are investigated by using various methods. Time dependent behavior is examined by using effective modulus method, age-adjusted effective modulus method, creep rate method and Dischinger method. Shrinkage and creep strains are modeled using ACI 209 specification. In the study, in order to investigate time dependent behavior numerically, a concrete filled steel box section column is selected in a twenty story building and the time dependent stress decrease in concrete and stress increase in steel box section and the changes in strain components are calculated. Stress – time, strain – time and strain components – time graphics are shown and the advantages and the disadvantages of the numerical methods in modeling the time dependent behavior are revealed respectively.
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spelling doaj.art-1bf69637c9ea40a49f47b935083426782023-02-15T16:14:18ZengPamukkale UniversityPamukkale University Journal of Engineering Sciences1300-70092147-58812010-01-0116111195000082769Investigation of Stress-Strain-Time Relationships of Concrete Filled Steel Tube ColumnsMutlu SeçerMehmet Emin KuralIn this study, time dependent creep and shrinkage behaviors of concrete filled steel box section columns are investigated by using various methods. Time dependent behavior is examined by using effective modulus method, age-adjusted effective modulus method, creep rate method and Dischinger method. Shrinkage and creep strains are modeled using ACI 209 specification. In the study, in order to investigate time dependent behavior numerically, a concrete filled steel box section column is selected in a twenty story building and the time dependent stress decrease in concrete and stress increase in steel box section and the changes in strain components are calculated. Stress – time, strain – time and strain components – time graphics are shown and the advantages and the disadvantages of the numerical methods in modeling the time dependent behavior are revealed respectively.http://dergipark.ulakbim.gov.tr/pajes/article/view/5000088700Zamana bağlı davranış, Sünme, Büzülme, ACI 209.
spellingShingle Mutlu Seçer
Mehmet Emin Kural
Investigation of Stress-Strain-Time Relationships of Concrete Filled Steel Tube Columns
Pamukkale University Journal of Engineering Sciences
Zamana bağlı davranış, Sünme, Büzülme, ACI 209.
title Investigation of Stress-Strain-Time Relationships of Concrete Filled Steel Tube Columns
title_full Investigation of Stress-Strain-Time Relationships of Concrete Filled Steel Tube Columns
title_fullStr Investigation of Stress-Strain-Time Relationships of Concrete Filled Steel Tube Columns
title_full_unstemmed Investigation of Stress-Strain-Time Relationships of Concrete Filled Steel Tube Columns
title_short Investigation of Stress-Strain-Time Relationships of Concrete Filled Steel Tube Columns
title_sort investigation of stress strain time relationships of concrete filled steel tube columns
topic Zamana bağlı davranış, Sünme, Büzülme, ACI 209.
url http://dergipark.ulakbim.gov.tr/pajes/article/view/5000088700
work_keys_str_mv AT mutlusecer investigationofstressstraintimerelationshipsofconcretefilledsteeltubecolumns
AT mehmeteminkural investigationofstressstraintimerelationshipsofconcretefilledsteeltubecolumns