Modified strut-and-tie models for reinforced concrete deep beams with externally bonded CFRP systems
Reinforced concrete (RC) deep beams can be defined as the main structural component used in buildings and bridges to transfer heavy loads. Due to their relatively low shear span to depth ratio (less than 2.0), a linear strain distribution cannot be applied, thus there is a need for a rational mod...
Saved in:
Main Author: | Hanoon, Ammar Nasiri |
---|---|
Format: | Thesis |
Language: | English |
Published: |
2017
|
Subjects: | |
Online Access: | http://psasir.upm.edu.my/id/eprint/71176/1/FK%202017%2053%20-%20IR.pdf |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Application of carbon fiber reinforced polymer laminate for strengthening reinforced concrete T-beam /
by: Rahman, Muhammad Mukhlesur
Published: (2012) -
Flexural response of reinforced concrete beams withh embedded CFRP plates
by: Ohu, Rachael Bukola
Published: (2012) -
Machining of advanced fiber reinforced polymer /
by: Prakash, Joseph Raj Sahaya
Published: (1998) -
Strengthening of RC wall-like columns using externally-bonded FRP /
by: Surachet Tanwongsval
Published: (2001) -
Strengthening of beams using external steel or FRP tendons /
by: Al-Farooq, Mohammad Abdullah
Published: (1999)