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:
主要作者: | Ali Salih, Musab Nimir |
---|---|
格式: | Thesis |
语言: | English |
出版: |
2020
|
主题: | |
在线阅读: | http://eprints.utm.my/id/eprint/92325/1/MusabNimirAliPSKA2020.pdf.pdf |
标签: |
添加标签
没有标签, 成为第一个标记此记录!
|
相似书籍
-
The influence of the anchorage of independent bent-up bar on its shear capacity
由: Ang, Ting Guan
出版: (2008) -
Development of bent-up triangular tab shear transfer (BTTST) enhancement in cold-formed steel (CFS)-concrete composite beams
由: Juki, Mohd Irwan
出版: (2010) -
The effectiveness of independent bent-up bars with insufficient anchorage and inclined links as shear reinforcement
由: Sarbini, Noor Nabilah
出版: (2009) -
Design behaviour of cold-formed steel encased composite beam with protruded link
由: Buhari, Suffian
出版: (2018) -
Influence of independent bent-up bars on the shear capacity of reinforced concrete beams
由: Saleh Baras, Saleh Abdullah
出版: (2013)