Numerical study of hybrid through plate connections to CFST columns
The use of concrete-filled steel tube (CFST) columns is highly encouraged nowadays in modern multistory structures. The major reason is the extensive resistance offered by the hollow steel column to high compression. Nevertheless, further studies and data are desirable to exhaustively characteri...
| Main Authors: | , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Penerbit Universiti Kebangsaan Malaysia
2022
|
| Online Access: | http://journalarticle.ukm.my/20329/ http://journalarticle.ukm.my/20329/1/09.pdf |
| _version_ | 1848815075117236224 |
|---|---|
| author | Twizere, Moussa Taşkin, Kıvanc |
| author_facet | Twizere, Moussa Taşkin, Kıvanc |
| author_sort | Twizere, Moussa |
| building | UKM Institutional Repository |
| collection | Online Access |
| description | The use of concrete-filled steel tube (CFST) columns is highly encouraged nowadays in modern multistory structures. The
major reason is the extensive resistance offered by the hollow steel column to high compression. Nevertheless, further
studies and data are desirable to exhaustively characterize these members and their connections to other members, such
as beams. This paper investigated the behavior of concrete-filled columns connected to I-beams by through plates. Three
simple types of plate connections (easy to assemble and construct) were proposed and evaluated. The behavior of these
connections was examined under static loading by using advanced finite element based software (ABAQUS). The modeling
techniques used in this study were validated by comparing the numerical results of a through plate connection model
with the results of two relevant experimental studies. The proposed connections were classified as semi-rigid connections
according to Eurocode-3. These connections were able to move the plastic hinge away from the column panel zone. The
maximum plastic rotations of all connection types were greater than 40 mrad. The failure mode, and moment-rotation
curves of the concrete-filled column to steel beam connections were discussed based on numerical results. The influence of
through plate material and through plate thickness were evaluated via a parametrical study. |
| first_indexed | 2025-11-15T00:44:12Z |
| format | Article |
| id | oai:generic.eprints.org:20329 |
| institution | Universiti Kebangasaan Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T00:44:12Z |
| publishDate | 2022 |
| publisher | Penerbit Universiti Kebangsaan Malaysia |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | oai:generic.eprints.org:203292022-11-02T01:22:31Z http://journalarticle.ukm.my/20329/ Numerical study of hybrid through plate connections to CFST columns Twizere, Moussa Taşkin, Kıvanc The use of concrete-filled steel tube (CFST) columns is highly encouraged nowadays in modern multistory structures. The major reason is the extensive resistance offered by the hollow steel column to high compression. Nevertheless, further studies and data are desirable to exhaustively characterize these members and their connections to other members, such as beams. This paper investigated the behavior of concrete-filled columns connected to I-beams by through plates. Three simple types of plate connections (easy to assemble and construct) were proposed and evaluated. The behavior of these connections was examined under static loading by using advanced finite element based software (ABAQUS). The modeling techniques used in this study were validated by comparing the numerical results of a through plate connection model with the results of two relevant experimental studies. The proposed connections were classified as semi-rigid connections according to Eurocode-3. These connections were able to move the plastic hinge away from the column panel zone. The maximum plastic rotations of all connection types were greater than 40 mrad. The failure mode, and moment-rotation curves of the concrete-filled column to steel beam connections were discussed based on numerical results. The influence of through plate material and through plate thickness were evaluated via a parametrical study. Penerbit Universiti Kebangsaan Malaysia 2022 Article PeerReviewed application/pdf en http://journalarticle.ukm.my/20329/1/09.pdf Twizere, Moussa and Taşkin, Kıvanc (2022) Numerical study of hybrid through plate connections to CFST columns. Jurnal Kejuruteraan, 34 (4). pp. 605-615. ISSN 0128-0198 https://www.ukm.my/jkukm/volume-3404-2022/ |
| spellingShingle | Twizere, Moussa Taşkin, Kıvanc Numerical study of hybrid through plate connections to CFST columns |
| title | Numerical study of hybrid through plate connections to CFST columns |
| title_full | Numerical study of hybrid through plate connections to CFST columns |
| title_fullStr | Numerical study of hybrid through plate connections to CFST columns |
| title_full_unstemmed | Numerical study of hybrid through plate connections to CFST columns |
| title_short | Numerical study of hybrid through plate connections to CFST columns |
| title_sort | numerical study of hybrid through plate connections to cfst columns |
| url | http://journalarticle.ukm.my/20329/ http://journalarticle.ukm.my/20329/ http://journalarticle.ukm.my/20329/1/09.pdf |