Analysis of beam strength under bending based on Euler-Bernoulli beam theory using finite element method /cNorazlina Subani

Analysis of beam strength under bending based on Euler-Bernoulli beam theory using finite element method /cNorazlina Subani

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Main Author: Subani, Norazlina
Format: Thesis
Published: 2012
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id my-utm-ep.31877
record_format uketd_dc
spelling my-utm-ep.318772013-06-12T07:50:46Z Analysis of beam strength under bending based on Euler-Bernoulli beam theory using finite element method /cNorazlina Subani 2012-00 Subani, Norazlina Unspecified 2012-00 Thesis http://eprints.utm.my/id/eprint/31877/ masters Universiti Teknologi Malaysia, Faculty of Science Faculty of Science
institution Universiti Teknologi Malaysia
collection UTM Institutional Repository
topic Unspecified
spellingShingle Unspecified
Subani, Norazlina
Analysis of beam strength under bending based on Euler-Bernoulli beam theory using finite element method /cNorazlina Subani
description
format Thesis
qualification_level Master's degree
author Subani, Norazlina
author_facet Subani, Norazlina
author_sort Subani, Norazlina
title Analysis of beam strength under bending based on Euler-Bernoulli beam theory using finite element method /cNorazlina Subani
title_short Analysis of beam strength under bending based on Euler-Bernoulli beam theory using finite element method /cNorazlina Subani
title_full Analysis of beam strength under bending based on Euler-Bernoulli beam theory using finite element method /cNorazlina Subani
title_fullStr Analysis of beam strength under bending based on Euler-Bernoulli beam theory using finite element method /cNorazlina Subani
title_full_unstemmed Analysis of beam strength under bending based on Euler-Bernoulli beam theory using finite element method /cNorazlina Subani
title_sort analysis of beam strength under bending based on euler-bernoulli beam theory using finite element method /cnorazlina subani
granting_institution Universiti Teknologi Malaysia, Faculty of Science
granting_department Faculty of Science
publishDate 2012
_version_ 1747815867174879232

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