Skip to main navigation
Skip to search
Skip to main content
Teesside University's Research Portal Home
Search content at Teesside University's Research Portal
Home
Profiles
Research units
TeesRep
Student theses
Projects
Datasets
Equipment
Press/Media
Root cause of reinforced concrete dapped-end beams failure
M. Aswin
, Bashar S. Mohammed
, M. S. Liew
, Z. I. Syed
SCEDT Engineering
Research output
:
Contribution to journal
›
Article
›
peer-review
Overview
Fingerprint
Fingerprint
Dive into the research topics of 'Root cause of reinforced concrete dapped-end beams failure'. Together they form a unique fingerprint.
Sort by
Weight
Alphabetically
Keyphrases
Reinforced Concrete
100%
Dapped-end Beams
100%
End Region
100%
Dapped End
100%
Reentrant Corner
66%
Failure Mode
33%
Load-deflection Curve
33%
Stress Concentration
33%
High Stress Concentration
33%
Strengthening Method
33%
Engineering
Test Result
100%
Failure Mode
100%
Stress Concentration Factor
100%
Reinforced Concrete
100%