Non - linear analysis of reinforced concrete beam after crack treatment / Nazri Bin Abdul Wahab

Reinforced Concrete (RC) beam behaves non-linearly when tensile cracks start to appear. These cracks upon treatment had proven to provide the necessary residual strength for the beams to function continually. In this study, a non-linear finite element analysis will be adopted to seek the behaviour o...

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Bibliographic Details
Main Author: Abdul Wahab, Nazri
Format: Thesis
Language:English
Published: 1998
Subjects:
Online Access:https://ir.uitm.edu.my/id/eprint/101844/1/101844.pdf
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