Effect of temperature on crack behaviour of reinforced concrete beams / Hashim Saari

Behaviour of crack propagation can be predicted upon load application on normal Reinforced Concrete Beams. In most conventional method of reinforced concrete analysis, cracks are formed in the principal stress direction and are not allowed to change direction with the change in state. This phenomeno...

Full description

Saved in:
Bibliographic Details
Main Author: Saari, Hashim
Format: Thesis
Language:English
Published: 1996
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/100035/1/100035.pdf
Tags: Add Tag
No Tags, Be the first to tag this record!

Similar Items