Performance of steel perforated and partially-encased composite self-connected beams
The self-connected partially encased composite beams may be used rather than the conventional composite beams; those are connected by the concrete passing through the web-openings of the perforated profiles which works as shear connectors. This technique minimizes the construction cost and enhan...
Saved in:
Main Authors: | Maaroof, Atyaf Abdul Azeez, Abdullah, Jasim Ali, Kasim, Suhaib Yahya |
---|---|
Format: | Article |
Language: | English |
Published: |
Penerbit Universiti Kebangsaan Malaysia
2022
|
Online Access: | http://journalarticle.ukm.my/20338/1/18.pdf http://journalarticle.ukm.my/20338/ https://www.ukm.my/jkukm/volume-3404-2022/ |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Design behaviour of cold-formed steel encased composite beam with protruded link
by: Buhari, Suffian
Published: (2018) -
Prediction on flexural strength of encased composite beam with cold-formed steel section
by: Khadavi, Khadavi, et al.
Published: (2017) -
Experimental study on flexural behaviour of partially encased cold-formed steel composite beams using rebar as shear connector
by: Salih, M. N. A., et al.
Published: (2019) -
Bending experiment on a novel configuration of composite system using rebar as shear connectors with partially encased cold-formed steel built-up beams
by: Salih, M. N. A., et al.
Published: (2021) -
Behaviour of cold-formed composite beam with bent-up bar as shear connector encased with self-compacting concrete
by: Ali Salih, Musab Nimir
Published: (2020)