A wedge disclination in a nonlinear elastic cylinder

The stress and displacement fields and the energy of a wedge disclination in a nonlinear elastic cylinder under finite deformation are derived. A second-order elastic theory, which is based on the solutions of the first-order theory, is used for this purpose. It is found that the second-order Cauchy...

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Main Author: Wu, Mao See
Other Authors: School of Mechanical and Aerospace Engineering
Format: Journal Article
Language:English
Published: 2021
Subjects:
Online Access:https://hdl.handle.net/10356/151733
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author Wu, Mao See
author2 School of Mechanical and Aerospace Engineering
author_facet School of Mechanical and Aerospace Engineering
Wu, Mao See
author_sort Wu, Mao See
collection NTU
description The stress and displacement fields and the energy of a wedge disclination in a nonlinear elastic cylinder under finite deformation are derived. A second-order elastic theory, which is based on the solutions of the first-order theory, is used for this purpose. It is found that the second-order Cauchy stresses are ratios of quadratic polynomials of ln(R/ρ), where R is the referential radial coordinate and ρ is the cylinder radius. The numerical results for steel suggest that the first-order theory is insufficiently accurate for disclinations with strength greater than 1°. Parametric studies of the elastic constants show that the second-order circumferential stress on the cylinder boundary is sensitive to the Lamé constants and one of the third-order elastic constants.
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spelling ntu-10356/1517332021-07-21T09:48:11Z A wedge disclination in a nonlinear elastic cylinder Wu, Mao See School of Mechanical and Aerospace Engineering Engineering::Mechanical engineering Wedge Disclination Second-order Elasticity The stress and displacement fields and the energy of a wedge disclination in a nonlinear elastic cylinder under finite deformation are derived. A second-order elastic theory, which is based on the solutions of the first-order theory, is used for this purpose. It is found that the second-order Cauchy stresses are ratios of quadratic polynomials of ln(R/ρ), where R is the referential radial coordinate and ρ is the cylinder radius. The numerical results for steel suggest that the first-order theory is insufficiently accurate for disclinations with strength greater than 1°. Parametric studies of the elastic constants show that the second-order circumferential stress on the cylinder boundary is sensitive to the Lamé constants and one of the third-order elastic constants. 2021-07-21T09:48:11Z 2021-07-21T09:48:11Z 2019 Journal Article Wu, M. S. (2019). A wedge disclination in a nonlinear elastic cylinder. Mathematics and Mechanics of Solids, 24(7), 2030-2046. https://dx.doi.org/10.1177/1081286518811399 1081-2865 0000-0001-7448-0826 https://hdl.handle.net/10356/151733 10.1177/1081286518811399 2-s2.0-85060531790 7 24 2030 2046 en Mathematics and Mechanics of Solids © 2018 The Author(s). All rights reserved.
spellingShingle Engineering::Mechanical engineering
Wedge Disclination
Second-order Elasticity
Wu, Mao See
A wedge disclination in a nonlinear elastic cylinder
title A wedge disclination in a nonlinear elastic cylinder
title_full A wedge disclination in a nonlinear elastic cylinder
title_fullStr A wedge disclination in a nonlinear elastic cylinder
title_full_unstemmed A wedge disclination in a nonlinear elastic cylinder
title_short A wedge disclination in a nonlinear elastic cylinder
title_sort wedge disclination in a nonlinear elastic cylinder
topic Engineering::Mechanical engineering
Wedge Disclination
Second-order Elasticity
url https://hdl.handle.net/10356/151733
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