An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament of cracks / Mohd Zafri Mohd Ridzwan

Mohd Ridzwan, Mohd Zafri (2006) An analysis of a 3-D finite element model of reinforced concrete (RC) beam upon treament of cracks / Mohd Zafri Mohd Ridzwan. [Student Project] (Submitted)

Abstract

Cracks are common phenomenon to concrete structures. The initial cause of
cracking in concrete is due to shrinkage during setting. Cracks contribute to the
deterioration of residual strength to concrete members. The applications of treatment are
often required to rehabilitate the affected area.
The aim of this study is to analyse reinforced concrete (RC) beam upon treatment
of cracks, using Finite Element Method (FEM). A beam was modelled in 3-D solid using
LUSAS version 13.6 sortware. The study considered all flexural, shear and cracking
behaviour of the RC beam.

Metadata

Item Type: Student Project
Creators:
Creators
Email / ID Num.
Mohd Ridzwan, Mohd Zafri
UNSPECIFIED
Subjects: T Technology > TA Engineering. Civil engineering > Engineering mathematics. Engineering analysis > Finite element method
T Technology > TA Engineering. Civil engineering > Reinforced concrete
Divisions: Universiti Teknologi MARA, Pulau Pinang > Permatang Pauh Campus > Faculty of Civil Engineering
Keywords: 3-D finite element model; Reinforced concrete; Beam; Cracks
Date: April 2006
URI: https://ir.uitm.edu.my/id/eprint/21274
Edit Item
Edit Item

Download

[thumbnail of PPb_MOHD ZAFRI MOHD RIDZWAN EC P 06_5.pdf]
Preview
Text
PPb_MOHD ZAFRI MOHD RIDZWAN EC P 06_5.pdf

Download (56kB) | Preview

Fulltext

Fulltext is available at:

ID Number

21274

Indexing

|

Statistic

Statistic details