A Stationary Streamline Integration Algorithm for Elastic-Plastic Bending of an Axially Moving Beam

The efficient numerical treatment of the advection problem for the plastic variables is an important issue concerning the development of arbitrary Lagrangian Eulerian finite element schemes for the simulation of steady-state continuous metal forming processes.Structural finite elements for bending dominant applications such as sheet metal roll forming usually employ a kind of streamline integration procedure to address these advection problems.A novel scheme is devised as a modification of the corrector phase of a standard return-mapping algorithm that accomplishes a streamline integration in space for stationary processes.The algorithm is developed for an elastic-plastic bending problem of an axially moving beam and its capabalities are demonstrated in comparison to an established time stepping alternative.

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Publication Details

Journal
Civil-comp conferences
Published
2024-08-26
DOI
https://doi.org/10.4203/ccc.9.6.1
Primary Topic
Vibration and Dynamic Analysis
Type
article
Field-Weighted Citation Impact
0.00
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article

A Stationary Streamline Integration Algorithm for Elastic-Plastic Bending of an Axially Moving Beam

Jakob Scheidl
Civil-comp conferences
Vibration and Dynamic Analysis
article

A Stationary Streamline Integration Algorithm for Elastic-Plastic Bending of an Axially Moving Beam

Jakob Scheidl
article en

Abstract

The efficient numerical treatment of the advection problem for the plastic variables is an important issue concerning the development of arbitrary Lagrangian Eulerian finite element schemes for the simulation of steady-state continuous metal forming processes.Structural finite elements for bending dominant applications such as sheet metal roll forming usually employ a kind of streamline integration procedure to address these advection problems.A novel scheme is devised as a modification of the corrector phase of a standard return-mapping algorithm that accomplishes a streamline integration in space for stationary processes.The algorithm is developed for an elastic-plastic bending problem of an axially moving beam and its capabalities are demonstrated in comparison to an established time stepping alternative.

Civil-comp conferencesVol. 9
TU Wien (AT), University of Edinburgh (GB)
Openalex Percentile: Top 84%
Vibration and Dynamic Analysis
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A Stationary Streamline Integration Algorithm for Elastic-Plastic Bending of an Axially Moving Beam — Jakob Scheidl · Civil-comp conferences (2024) | TGRS Research Map | TGRS