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:
CreatorsID Num. / Email
Mohd Ridzwan, Mohd ZafriUNSPECIFIED
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
Item ID: 21274
Uncontrolled Keywords: 3-D finite element model; Reinforced concrete; Beam; Cracks
URI: http://ir.uitm.edu.my/id/eprint/21274

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