Behaviour of unbonded reinforcement bar anchored in grouted spiral under increasing flexural bending
This project report presents a research on the behaviour of beam with unbonded reinforcement bars being anchored into grouted spiral reinforcement at both ends and subjected to flexural loading. The use of spiral reinforcement is rather a new concept used in construction industry and still being stu...
Saved in:
主要作者: | Yap, Sie Horng |
---|---|
格式: | Thesis |
語言: | English |
出版: |
2013
|
主題: | |
在線閱讀: | http://eprints.utm.my/id/eprint/33090/1/YapSieHorngMFKA2013.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
-
Bond behavior of grouted spiral and splice connection under direct axial and flexural pullout load
由: Aldin Hosseini, Seyed Jamal
出版: (2015) -
The behaviour of sleeve connection with spiral reinforcement and additional longitudinal bar under direct tensile load
由: Manap, Norliana
出版: (2009) -
Non-linear Meshfree formulation of anchored reinforcing bar with bond slip effect
由: Badli, Mohamad Iqbal
出版: (2013) -
Repair of reinforced concrete column using grout
由: Tamby Chik, Zulkifli
出版: (2002) -
Flexural analysis of concrete beams longitudinally reinforced with GFRP bars using discrete element model
由: Suki, Nauwal
出版: (2011)