Shear-bond transfer mechanisms of partial embedment of structural steel section in precast concrete beams
Precast concrete technology is widely used in industry both worldwide and in Singapore. It enhances production quality and expedites the construction. However, the conventional precast concrete still has some shortcomings and therefore a new type of hybrid precast concrete beam is suggested and its...
Main Author: | Hu, Heng Bia |
---|---|
Other Authors: | Yip, Woon Kwong |
Format: | Thesis |
Language: | English |
Published: |
2008
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/11830 |
Similar Items
-
Shear capacity of precast half-joint beams with steel fibre reinforced self-compacting concrete
by: Zamri, N. F., et al.
Published: (2021) -
Beam-to-column connection using hollow steel section for precast concrete frames
by: Majid, Mohamad Zaki
Published: (2010) -
The fibre shear supplement of precast beam-half joints using steel fibre self-compacting concrete
by: Zamri, Nor Fazlin, et al.
Published: (2020) -
Shear behaviour of permanent precast formwork beams
by: Mansor, Shariwati, et al.
Published: (2015) -
Load transfer characteristics of hybrid precast beams
by: Tan, Chuan Boon.
Published: (2008)