Skip to content

Roll up beam cantilever

Klaus Bernd Sautter edited this page Jul 25, 2017 · 10 revisions

Problem definition

To show the ability of the co-rotational beam element to handle large rotations the following example describes a roll up beam structure. For that purpose a cantilever of the length L = 1.00 is loaded with a linearly increased z-moment at its tip. The structure is discretized with 100 elements, E = 210E9, ν = 0.30, A = 0.01 and Iz=Iy=IT = 0.00001.

Statical System

Results

The following deformation (exaggerated) animation of the Kratos thin quad element (mesh = 192 elements) is provided for context.

Open cylinder pullout animation

Open cylinder pullout: Deformation of Kratos thick quad element

The results of the test for the thin and thick triangle Kratos shell elements (mesh = 3000 elements) are presented below.

Open cylinder pullout results: triangle elements

The results of the test for the thin and thick quadrilateral Kratos shell elements (mesh = 192 elements) are presented below.

Open cylinder pullout results: quadrilateral elements

Both graphs above indicate all Kratos triangular and quadrilateral shell elements agree with the reference solution.

References

  1. K.Y. Sze, X.H. Liu, and S.H. Lo. “Popular benchmark problems for geometric nonlinear analysis of shells”. In: Finite Elements in Analysis and Design 40.11 (2004), pp. 1551 –1569.

Project information

Getting Started

Tutorials

Developers

Kratos structure

Conventions

Solvers

Debugging, profiling and testing

HOW TOs

Utilities

Kratos API

Kratos Structural Mechanics API

Clone this wiki locally