Analytical Solution of Mixed Boundary Value Problems Using the Displacement Potential Approach for the Case of Plane Stress and Plane Strain Conditions
Two elastic plate problems made of duralumin are solved analytically using the displacement potential approach for the case of plane strain and plane stress conditions. Firstly, a one end fixed plate is considered in which the rest of the edges are stiffened and a uniform load is applied to the oppo...
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Format: | Article |
Language: | English |
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University of Zielona Góra
2017-05-01
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Series: | International Journal of Applied Mechanics and Engineering |
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Online Access: | https://www.ijame-poland.com/Analytical-Solution-of-Mixed-Boundary-Value-Problems-Using-the-Displacement-Potential,167054,0,2.html |
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author | S.K. Deb Nath |
author_facet | S.K. Deb Nath |
author_sort | S.K. Deb Nath |
collection | DOAJ |
description | Two elastic plate problems made of duralumin are solved analytically using the displacement potential approach for the case of plane strain and plane stress conditions. Firstly, a one end fixed plate is considered in which the rest of the edges are stiffened and a uniform load is applied to the opposite end of the fixed end. Secondly, a plate is considered in which all of the edges are stiffened and a uniform tension is applied at its both ends. Solutions to both of the problems are presented for the case of plane stress and plane strain conditions. The effects of plane stress and plane strain conditions on the solutions are explained. In the case of stiffening of the edges of the plate, the shape of the plate does not change abruptly, which is clearly observed in both of the cases. For the plane strain condition, the plates become stiffer in the loading direction as compared to the plane stress condition. For the plane strain condition, there is a significant variation of the normal stress component, σ zz at different sections of the plate. The graphical results, clearly identify the critical regions of the plate for the case of the plane stress and plane strain condition. |
first_indexed | 2024-03-12T16:34:06Z |
format | Article |
id | doaj.art-0ac3a746e3b54e1da0b1cf0bff9f489d |
institution | Directory Open Access Journal |
issn | 1734-4492 2353-9003 |
language | English |
last_indexed | 2024-03-12T16:34:06Z |
publishDate | 2017-05-01 |
publisher | University of Zielona Góra |
record_format | Article |
series | International Journal of Applied Mechanics and Engineering |
spelling | doaj.art-0ac3a746e3b54e1da0b1cf0bff9f489d2023-08-08T14:57:31ZengUniversity of Zielona GóraInternational Journal of Applied Mechanics and Engineering1734-44922353-90032017-05-0122226929110.1515/ijame-2017-0016167054Analytical Solution of Mixed Boundary Value Problems Using the Displacement Potential Approach for the Case of Plane Stress and Plane Strain ConditionsS.K. Deb Nath0Institute for Materials Research, Tohoku University, Tohoku, JapanTwo elastic plate problems made of duralumin are solved analytically using the displacement potential approach for the case of plane strain and plane stress conditions. Firstly, a one end fixed plate is considered in which the rest of the edges are stiffened and a uniform load is applied to the opposite end of the fixed end. Secondly, a plate is considered in which all of the edges are stiffened and a uniform tension is applied at its both ends. Solutions to both of the problems are presented for the case of plane stress and plane strain conditions. The effects of plane stress and plane strain conditions on the solutions are explained. In the case of stiffening of the edges of the plate, the shape of the plate does not change abruptly, which is clearly observed in both of the cases. For the plane strain condition, the plates become stiffer in the loading direction as compared to the plane stress condition. For the plane strain condition, there is a significant variation of the normal stress component, σ zz at different sections of the plate. The graphical results, clearly identify the critical regions of the plate for the case of the plane stress and plane strain condition.https://www.ijame-poland.com/Analytical-Solution-of-Mixed-Boundary-Value-Problems-Using-the-Displacement-Potential,167054,0,2.htmlanalytical solutiondisplacement potential approachplane stress and plane strain conditionsmixed boundary value problems |
spellingShingle | S.K. Deb Nath Analytical Solution of Mixed Boundary Value Problems Using the Displacement Potential Approach for the Case of Plane Stress and Plane Strain Conditions International Journal of Applied Mechanics and Engineering analytical solution displacement potential approach plane stress and plane strain conditions mixed boundary value problems |
title | Analytical Solution of Mixed Boundary Value Problems Using the Displacement Potential Approach for the Case of Plane Stress and Plane Strain Conditions |
title_full | Analytical Solution of Mixed Boundary Value Problems Using the Displacement Potential Approach for the Case of Plane Stress and Plane Strain Conditions |
title_fullStr | Analytical Solution of Mixed Boundary Value Problems Using the Displacement Potential Approach for the Case of Plane Stress and Plane Strain Conditions |
title_full_unstemmed | Analytical Solution of Mixed Boundary Value Problems Using the Displacement Potential Approach for the Case of Plane Stress and Plane Strain Conditions |
title_short | Analytical Solution of Mixed Boundary Value Problems Using the Displacement Potential Approach for the Case of Plane Stress and Plane Strain Conditions |
title_sort | analytical solution of mixed boundary value problems using the displacement potential approach for the case of plane stress and plane strain conditions |
topic | analytical solution displacement potential approach plane stress and plane strain conditions mixed boundary value problems |
url | https://www.ijame-poland.com/Analytical-Solution-of-Mixed-Boundary-Value-Problems-Using-the-Displacement-Potential,167054,0,2.html |
work_keys_str_mv | AT skdebnath analyticalsolutionofmixedboundaryvalueproblemsusingthedisplacementpotentialapproachforthecaseofplanestressandplanestrainconditions |