Physically and Geometrically Nonlinear Analysis of Structures Using One- and Two-Dimensional Finite Elements
The paper deals with the application of the finite element method for large elasto-plastic deformation analysis. The fundamental system of equations in Eulerian description has been obtained from the very general variational theorem. The geometric stiffness matrices have been derived for geometric...
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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Institute of Fundamental Technological Research
1976-12-01
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| Series: | Engineering Transactions |
| Online Access: | https://et.ippt.pan.pl/index.php/et/article/view/2329 |
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