Behaviour of cold-formed composite beam with bent-up bar as shear connector encased with self-compacting concrete
Composite construction is well-known to be an economical solution by utilizing composite action developed between steel and concrete which has resulted in significant savings in steel weight and reduction in overall beam depth. The advantages of composite construction have contributed to the dominan...
Saved in:
Main Author: | Ali Salih, Musab Nimir |
---|---|
Format: | Thesis |
Language: | English |
Published: |
2020
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/92325/1/MusabNimirAliPSKA2020.pdf.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
The influence of the anchorage of independent bent-up bar on its shear capacity
by: Ang, Ting Guan
Published: (2008) -
Development of bent-up triangular tab shear transfer (BTTST) enhancement in cold-formed steel (CFS)-concrete composite beams
by: Juki, Mohd Irwan
Published: (2010) -
The effectiveness of independent bent-up bars with insufficient anchorage and inclined links as shear reinforcement
by: Sarbini, Noor Nabilah
Published: (2009) -
Design behaviour of cold-formed steel encased composite beam with protruded link
by: Buhari, Suffian
Published: (2018) -
Influence of independent bent-up bars on the shear capacity of reinforced concrete beams
by: Saleh Baras, Saleh Abdullah
Published: (2013)