Experimental investigation on an innovative built-up cold-formed steel I-section connection
Bolted connections for built-up cold-formed sections are studied using different section configurations, gusset plates, and bolt arrangements. This paper presents the study of a connection between beam and column in light-weight steel frames with spans ranging between 8.0 and 12.0 m and a maximum he...
Saved in:
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2024-11-01
|
| Series: | Alexandria Engineering Journal |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S111001682401024X |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1846167144840036352 |
|---|---|
| author | Ahmed Shamel Fahmy Sherine Mostafa Swelem Khaled Mohamed Khalifa |
| author_facet | Ahmed Shamel Fahmy Sherine Mostafa Swelem Khaled Mohamed Khalifa |
| author_sort | Ahmed Shamel Fahmy |
| collection | DOAJ |
| description | Bolted connections for built-up cold-formed sections are studied using different section configurations, gusset plates, and bolt arrangements. This paper presents the study of a connection between beam and column in light-weight steel frames with spans ranging between 8.0 and 12.0 m and a maximum height of 6.0 m that are used in agricultural sheds. The cross section of the beam and column is a novel built-up cold-formed cross section. A total of eight connections were tested and studied. The purpose of the study is to determine the effect of serval factors on the moment capacity and failure modes of the connection. The experimental study considered the effects of different shapes of tie plates, numbers, and spacings of bolts, as well as the effect of strengthening angles with different numbers of bolts in the connections. The experimental results showed that the failure modes in all connection types were due to a local failure in the connecting parts. The experimental results revealed that the configuration type has a great influence on the moment capacity of the connection. |
| format | Article |
| id | doaj-art-ce1ae7b5b96b49d593e0751549b5d51f |
| institution | Kabale University |
| issn | 1110-0168 |
| language | English |
| publishDate | 2024-11-01 |
| publisher | Elsevier |
| record_format | Article |
| series | Alexandria Engineering Journal |
| spelling | doaj-art-ce1ae7b5b96b49d593e0751549b5d51f2024-11-15T06:11:20ZengElsevierAlexandria Engineering Journal1110-01682024-11-01107698710Experimental investigation on an innovative built-up cold-formed steel I-section connectionAhmed Shamel Fahmy0Sherine Mostafa Swelem1Khaled Mohamed Khalifa2Structural Engineering Department, Faculty of Engineering, Alexandria University, Alexandria, EgyptStructural Engineering Department, Faculty of Engineering, Alexandria University, Alexandria, EgyptCorresponding author.; Structural Engineering Department, Faculty of Engineering, Alexandria University, Alexandria, EgyptBolted connections for built-up cold-formed sections are studied using different section configurations, gusset plates, and bolt arrangements. This paper presents the study of a connection between beam and column in light-weight steel frames with spans ranging between 8.0 and 12.0 m and a maximum height of 6.0 m that are used in agricultural sheds. The cross section of the beam and column is a novel built-up cold-formed cross section. A total of eight connections were tested and studied. The purpose of the study is to determine the effect of serval factors on the moment capacity and failure modes of the connection. The experimental study considered the effects of different shapes of tie plates, numbers, and spacings of bolts, as well as the effect of strengthening angles with different numbers of bolts in the connections. The experimental results showed that the failure modes in all connection types were due to a local failure in the connecting parts. The experimental results revealed that the configuration type has a great influence on the moment capacity of the connection.http://www.sciencedirect.com/science/article/pii/S111001682401024XBuilt-up cold formed sectionBeam-to-column connectionDistortional buckling |
| spellingShingle | Ahmed Shamel Fahmy Sherine Mostafa Swelem Khaled Mohamed Khalifa Experimental investigation on an innovative built-up cold-formed steel I-section connection Alexandria Engineering Journal Built-up cold formed section Beam-to-column connection Distortional buckling |
| title | Experimental investigation on an innovative built-up cold-formed steel I-section connection |
| title_full | Experimental investigation on an innovative built-up cold-formed steel I-section connection |
| title_fullStr | Experimental investigation on an innovative built-up cold-formed steel I-section connection |
| title_full_unstemmed | Experimental investigation on an innovative built-up cold-formed steel I-section connection |
| title_short | Experimental investigation on an innovative built-up cold-formed steel I-section connection |
| title_sort | experimental investigation on an innovative built up cold formed steel i section connection |
| topic | Built-up cold formed section Beam-to-column connection Distortional buckling |
| url | http://www.sciencedirect.com/science/article/pii/S111001682401024X |
| work_keys_str_mv | AT ahmedshamelfahmy experimentalinvestigationonaninnovativebuiltupcoldformedsteelisectionconnection AT sherinemostafaswelem experimentalinvestigationonaninnovativebuiltupcoldformedsteelisectionconnection AT khaledmohamedkhalifa experimentalinvestigationonaninnovativebuiltupcoldformedsteelisectionconnection |