Behavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loading
The paper presents a numerical model developed for fully encased steel-concrete composite columns under monotonic and cyclic loading. The numerical model was realized with the FineLg program, developed at ArGenCo department, University of Liege. The numerical model was validated using five experimen...
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Institut za istrazivanja i projektovanja u privredi
2014-01-01
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Online Access: | https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2014/1451-41171401081C.pdf |
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doaj-44762e8d84704d2a8930b208218fee1d2021-04-02T13:00:55ZengInstitut za istrazivanja i projektovanja u privrediIstrazivanja i projektovanja za privredu1451-41171821-31972014-01-0112181881451-41171401081CBehavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loadingCampian Cristina0Haupt-Karp Alina1Pop Maria2Chira Nicolae3Urian Gabriel4Pernes Paul5Technical University of Cluj, Cluj-Napoca, RomaniaTechnical University of Cluj, Cluj-Napoca, RomaniaTechnical University of Cluj, Cluj-Napoca, RomaniaTechnical University of Cluj, Cluj-Napoca, RomaniaTechnical University of Cluj, Cluj-Napoca, RomaniaTechnical University of Cluj, Cluj-Napoca, RomaniaThe paper presents a numerical model developed for fully encased steel-concrete composite columns under monotonic and cyclic loading. The numerical model was realized with the FineLg program, developed at ArGenCo department, University of Liege. The numerical model was validated using five experimental tests taken from the international literature: two realised at Technical University of Cluj-Napoca and the others in Taiwan, USA and China. The experimental tests used for validation of the numerical model dealt with both normal and high strength concrete. Different parameters were compared in the paper: partial and full ductility, energy dissipation, resistance and rigidity ratio.https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2014/1451-41171401081C.pdffully encased composite columnsnumerical model |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Campian Cristina Haupt-Karp Alina Pop Maria Chira Nicolae Urian Gabriel Pernes Paul |
spellingShingle |
Campian Cristina Haupt-Karp Alina Pop Maria Chira Nicolae Urian Gabriel Pernes Paul Behavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loading Istrazivanja i projektovanja za privredu fully encased composite columns numerical model |
author_facet |
Campian Cristina Haupt-Karp Alina Pop Maria Chira Nicolae Urian Gabriel Pernes Paul |
author_sort |
Campian Cristina |
title |
Behavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loading |
title_short |
Behavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loading |
title_full |
Behavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loading |
title_fullStr |
Behavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loading |
title_full_unstemmed |
Behavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loading |
title_sort |
behavior of fully encased steel-concrete composite columns subjected to monotonic and cyclic loading |
publisher |
Institut za istrazivanja i projektovanja u privredi |
series |
Istrazivanja i projektovanja za privredu |
issn |
1451-4117 1821-3197 |
publishDate |
2014-01-01 |
description |
The paper presents a numerical model developed for fully encased steel-concrete composite columns under monotonic and cyclic loading. The numerical model was realized with the FineLg program, developed at ArGenCo department, University of Liege. The numerical model was validated using five experimental tests taken from the international literature: two realised at Technical University of Cluj-Napoca and the others in Taiwan, USA and China. The experimental tests used for validation of the numerical model dealt with both normal and high strength concrete. Different parameters were compared in the paper: partial and full ductility, energy dissipation, resistance and rigidity ratio. |
topic |
fully encased composite columns numerical model |
url |
https://scindeks-clanci.ceon.rs/data/pdf/1451-4117/2014/1451-41171401081C.pdf |
work_keys_str_mv |
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1721566816992493568 |