Experiment and Elastic-Plastic Modelling of the IPN160 Beam

Jakub Vasek; Oldrich Sucharda

doi:10.4028/www.scientific.net/AMM.769.331

Paper Titles

Composite Slabs with Prepressed Embossments – Longitudinal Shear Resistance
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Influence of Type of Contact of RC Beam and Strengthening Slab on Limit States of Strengthened Element
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Using Thermo-Steel Panels as Wall Bearing Structure
p.302

Effect of Fibre Type in Concrete on Crack Initiation
p.308

Composite Laminates under Hygrothermal Environment
p.312

Numerical Modeling of Laminated Glass Units
p.316

Software Modelling of Composite Steel and Concrete Structures
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Optimal Design of Structures Made of Fiber Reinforced Concrete
p.326

Experiment and Elastic-Plastic Modelling of the IPN160 Beam
p.331

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 769Experiment and Elastic-Plastic Modelling of the...

Experiment and Elastic-Plastic Modelling of the IPN160 Beam

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.

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Periodical:

Applied Mechanics and Materials (Volume 769)

Pages:

331-335

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.769.331

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Online since:

June 2015

Authors:

Jakub Vasek*, Oldrich Sucharda

Keywords:

Computational Models, Experiment, Finite Element Method (FEM), Steel Beam, Strain-Stress Curve

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