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Title: Inelastic stability analysis of uniaxially compressed flat rectangular isotropic CCSS plate
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Abstract:
This study investigates the inelastic stability of a thin flat rectangular isotropic plate subjected to uniform uniaxial compressive loads using Taylor-Maclaurin series formulated deflection function. The plate has clamped and simply supported edges in both characteristic directions (CCSS boundary conditions). The governing equation is derived using a deformation plasticity theory and a work principle. Values of the plate buckling coefficient are calculated for aspect ratios from 0.1 to 2.0 at intervals of 0.1. ; The results compared favourably with the elastic stability values and the percentage differences ranged from -0.353% to -7.427%. Therefore, the theoretical approach proposed in this study is recommended for the inelastic stability analysis of thin flat rectangular isotropic plates under uniform in-plane compression.
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Zielona Góra: Uniwersytet Zielonogórski
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IJAME, volume 20, number 3 (2015)
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License CC BY-NC-ND 4.0:
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Biblioteka Uniwersytetu Zielonogórskiego
Object collections:
- Digital Library of Zielona Góra > Repository > Faculties > Faculty of Mechanical Engineering
- Digital Library of Zielona Góra > Repository > Types of work > Articles
- Digital Library of Zielona Góra > Repository > Scientific journals and UZ publishing series > International Journal of Applied Mechanics and Engineering (IJAME) > International Journal of Applied Mechanics and Engineering (IJAME) (2015)
Last modified:
Jul 6, 2023
In our library since:
Apr 17, 2023
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39
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https://www.zbc.uz.zgora.pl/publication/80897
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International Journal of Applied Mechanics and Engineering (IJAME), volume 20, number 3 (2015)
- International Journal of Applied Mechanics and Engineering (IJAME), volume 20, number 3 (2015) - spis treści
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| Edition name | Date |
|---|---|
| Inelastic stability analysis of uniaxially compressed flat rectangular isotropic CCSS plate | Jul 6, 2023 |
