Behaviour of Extended Endplate Connection with Mild and High Strength Steel
This paper uses the multi-purpose software ABAQUS to create a three-dimensional finite element model of an extended end plate connection to analyze and compare the behaviour of mild steel and high-strength steel endplate connections. The numerical model's results are calibrated against reported...
Main Authors: | sarah yousef, Omnia kharoup, MAHMOUD EL-BOGHDADI |
---|---|
Format: | Article |
Language: | Arabic |
Published: |
Faculty of engineering, Tanta University
2021-09-01
|
Series: | Journal of Engineering Research - Egypt |
Subjects: | |
Online Access: | https://erjeng.journals.ekb.eg/article_194910_8897bf7e258aefa48bde73dc2e29a23f.pdf |
Similar Items
-
Behaviour of the Beam to Column Connection for Tapered Steel Section with Perforation
by: Fatimah, et al.
Published: (2017-01-01) -
Behavior of four-bolt extended end-plate connection subjected to lateral loading
by: Elsayed Mashaly, et al.
Published: (2011-03-01) -
Three-dimensional analysis of steel beam-column bolted connections
by: Al-Haddad Sinan A., et al.
Published: (2024-03-01) -
Effect of low cycle fatigue on steel moment frames with prequalified rigid connections (bolted unstiffened and stiffened extended end-plate moment connections)
by: Mohsen Gerami, et al.
Published: (2019-11-01) -
Finite Element Analysis of Blind Bolted Extended and Flush End Plate Connections of Steel Beams to Hollow Section Columns
by: Mohsen Izadinia, et al.
Published: (2021-03-01)