- Tytuł:
- An initially deformed flat frame finite element
- Autorzy:
- Zamorowski, J.
- Powiązania:
- https://bibliotekanauki.pl/articles/230223.pdf
- Data publikacji:
- 2013
- Wydawca:
- Polska Akademia Nauk. Czytelnia Czasopism PAN
- Tematy:
-
deformacja początkowa
rama płaska
nieliniowość geometryczna
przemieszczenie duże
obrót duży
obrót mały
metoda elementów skończonych
initial deformation
flat frame
geometrical nonlinearity
large displacements
large rotation
small rotation
finite element method - Opis:
- The paper presents the author’s non-linear FEM solution of an initially stressless deformed flat frame element, in which the nodes are situated along the axis of the bar initially straight. It has been assumed that each node may sustain arbitrary displacements and rotation. The solution takes into account the effect of shear, the geometrical non-linearity with large displacements (Green-Lagrange’s strain tensor) and moderate rotations (i.e. such ones which allow a linear-elastic behaviour of the material) and alternative small rotations when the second Piola-Kirchhoff stress tensor is applied. This solution is based on [1], concerning beams without any initial bow imperfections. The convergence of the obtained results at different numbers of nodes and Gauss points in the element was tested basing on the example of circular arcs with a central angle of 120º-180º. The analysis concerned elements with two, three, five, seven, nine and eleven nodes, for the same number of points of numerical integration and also with one more or less. Moreover, the effect of distributing the load on the convergence of the results was analyzed.
- Źródło:
-
Archives of Civil Engineering; 2013, 59, 3; 381-400
1230-2945 - Pojawia się w:
- Archives of Civil Engineering
- Dostawca treści:
- Biblioteka Nauki
Artykuł