Moment Resisting Connection with Curved Endplates: Behaviour Study

Moment Resisting Connection with Curved Endplates: Behaviour Study

This article provides a behaviour analysis of moment resisting joints with curved endplates. This is a new type of connection that can be used for joining steel beams to the circular hollow section (CHS) columns by means of bolts. Some researchers apply the Eurocode model without considering the dif...

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Bibliographic Details
Main Authors: Andrej Mudrov, Antanas Šapalas, Gintas Šaučiuvėnas, Kęstutis Urbonas
Format: Article
Language:English
Published: MDPI AG 2021-02-01
Series:Applied Sciences
Subjects:
composite steel-concrete buildings
CFST
beam-to-column connection
curved endplate
imperfections
experimental and theoretical investigations
Online Access:https://www.mdpi.com/2076-3417/11/4/1520

Internet

https://www.mdpi.com/2076-3417/11/4/1520

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