Analytical model on the bond stress-slip relationship between steel reinforcement and concrete for RC beam-column joints
There are no conventionally accepted failure criteria for progressive collapse, and often times, deflection of affected beams over the “missing column” are often used as performance criteria. However, when simulating the deformation behaviour and the strength of reinforced concrete (RC) framed struc...
Saved in:
Main Authors: | Long, Xu, Tan, Kang Hai, Lee, Chi King |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Article |
Language: | English |
Published: |
2013
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/96766 http://hdl.handle.net/10220/9957 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Bond stress-slip prediction under pullout and dowel action in reinforced concrete joints
by: Long, Xu, et al.
Published: (2014) -
Seismic behavior tests of square reinforced concrete-filled steel tube columns connected to RC beam joints
by: Gan, Dan, et al.
Published: (2021) -
Nonlinear strut-and-tie model with bond-slip effect for analysis of RC Beam-Column joints under lateral loading
by: Rattapon Ketiyot, et al.
Published: (2018) -
Experimental and analytical study on lightly reinforced concrete frames and beam-column joints
by: Tan, Haiyang
Published: (2008) -
Nonlinear strut-and-tie model with bond-slip effect for analysis of RC Beam-Column joints under lateral loading
by: Rattapon Ketiyot, et al.
Published: (2018)