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 |
語言: | English |
出版: |
2020
|
主題: | |
在線閱讀: | http://eprints.utm.my/id/eprint/92325/1/MusabNimirAliPSKA2020.pdf.pdf |
標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
相似書籍
-
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)