Derivation of the stress and displacement fields of twist disclinations

In an infinitely long elastic solid, the classical solutions for disclinations have been solved by the integration of disclinations densities [1] by deWit [2]. This paper solves the equilibrium equations straight from the twist disclinations and compares them to the classical solution. However, the...

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Main Author: Ng, Jun Jie
Other Authors: Wu Mao See
Format: Final Year Project
Language:English
Published: Nanyang Technological University 2020
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Online Access:https://hdl.handle.net/10356/141209
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Institution: Nanyang Technological University
Language: English
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spelling sg-ntu-dr.10356-1412092023-03-04T19:42:31Z Derivation of the stress and displacement fields of twist disclinations Ng, Jun Jie Wu Mao See School of Mechanical and Aerospace Engineering MMSWu@ntu.edu.sg Engineering::Mechanical engineering In an infinitely long elastic solid, the classical solutions for disclinations have been solved by the integration of disclinations densities [1] by deWit [2]. This paper solves the equilibrium equations straight from the twist disclinations and compares them to the classical solution. However, the classical solutions contain terms that are dimensionally dubious which motivated for another method to solve for the disclinations. The aim of this project is to come up with a separate method and compare it with the classical solution to highlight the differences between the results. Bachelor of Engineering (Mechanical Engineering) 2020-06-05T02:18:02Z 2020-06-05T02:18:02Z 2020 Final Year Project (FYP) https://hdl.handle.net/10356/141209 en application/pdf Nanyang Technological University
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Mechanical engineering
spellingShingle Engineering::Mechanical engineering
Ng, Jun Jie
Derivation of the stress and displacement fields of twist disclinations
description In an infinitely long elastic solid, the classical solutions for disclinations have been solved by the integration of disclinations densities [1] by deWit [2]. This paper solves the equilibrium equations straight from the twist disclinations and compares them to the classical solution. However, the classical solutions contain terms that are dimensionally dubious which motivated for another method to solve for the disclinations. The aim of this project is to come up with a separate method and compare it with the classical solution to highlight the differences between the results.
author2 Wu Mao See
author_facet Wu Mao See
Ng, Jun Jie
format Final Year Project
author Ng, Jun Jie
author_sort Ng, Jun Jie
title Derivation of the stress and displacement fields of twist disclinations
title_short Derivation of the stress and displacement fields of twist disclinations
title_full Derivation of the stress and displacement fields of twist disclinations
title_fullStr Derivation of the stress and displacement fields of twist disclinations
title_full_unstemmed Derivation of the stress and displacement fields of twist disclinations
title_sort derivation of the stress and displacement fields of twist disclinations
publisher Nanyang Technological University
publishDate 2020
url https://hdl.handle.net/10356/141209
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