Experiment and Elastic-Plastic Modelling of the IPN160 Beam

Author:

Vasek Jakub1,Sucharda Oldrich1

Affiliation:

1. VSB-TU Ostrava

Abstract

The paper compares the numerical models of and experiments with a beam. The purpose is to evaluate the nonlinear material model of a steel structure. The steel is modelled as an ideal elastic-plastic material. The FEM and eight-node isoparametric finite elements are considered in the analysis. The 3D calculations use different material constants and several approaches are being tested in order to create the computational models. The calculations are performed in the software application developed by our university.

Publisher

Trans Tech Publications, Ltd.

Reference10 articles.

1. ANSYS, RELEASE 11 DOCUMENTATION FOR ANSYS, SAS IP, INC., (2007).

2. Scia Engineer. Available from WWW: .

3. R. Kindmann, M. Kraus, Finite-Elemente-Methoden im Stahlbau, (2007), 382 pp, Berlin: Ernst & Sohn, ISBN: 978-3-433-01837-8.

4. MATLAB - The Language of Technical Computing. Software. . The MathWorks, Inc., Massachusetts, USA, (2014).

5. O. Sucharda, J. Vasek, D. Mikolasek, Finite Element Analysis of Beam from Rolled IPN 160. In The 4th International Conference on Green Building, Materials and Civil Engineering. GBMCE 2014, Taylor & Francis Group. Hong Kong, August 21-22, (2014).

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