THE FLEXURAL BEHAVIOR OF COMPOSITE HYBRID CASTELLATED I-BEAM

THE FLEXURAL BEHAVIOR OF COMPOSITE HYBRID CASTELLATED I-BEAM

This study examines the flexural behavior of six hybrid composite castellated beams with varying castellated degrees (25%, 33.8%, and 50%). Hybrid beams are formed by utilizing plates with different strengths in the compression and tension zones. Three hybrid composite castellated specimens fabricat...

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Bibliographic Details
Main Authors: kawthar hussien, Najla'a H. Al-Shareef
Format: Article
Language:English
Published: Faculty of Engineering, University of Kufa 2025-04-01
Series:Mağallaẗ Al-kūfaẗ Al-handasiyyaẗ
Subjects:
castellated beam
composite steel concrete beam
deflection
hybrid beam
self-compacting concrete
Online Access:https://journal.uokufa.edu.iq/index.php/kje/article/view/16596
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