Static analysis of transmission tower beam structure

The main topic of this paper is a static analysis of transmission tower beam structure fixed to the earth. It contains facts necessary for a need to create and apply tower beam structures. Beam elements were used to design a model and a static analysis was performed in finite element program Ansys W...

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Main Authors: Jakubovičová Lenka, Sapietová Alžbeta, Moravec Jan
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Subjects:
Online Access:https://doi.org/10.1051/matecconf/201824401011
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author Jakubovičová Lenka
Sapietová Alžbeta
Moravec Jan
author_facet Jakubovičová Lenka
Sapietová Alžbeta
Moravec Jan
author_sort Jakubovičová Lenka
collection DOAJ
description The main topic of this paper is a static analysis of transmission tower beam structure fixed to the earth. It contains facts necessary for a need to create and apply tower beam structures. Beam elements were used to design a model and a static analysis was performed in finite element program Ansys Workbench. Three types of analyses were applied. The modal analysis was applied to verify the model compatibility. The static analysis was applied to find maximal deformations and the bending moment caused by overhead conductors and self-weight. Eigenvalue buckling was applied to state a loss of stability. Finally, stability and suitability of the whole construction was considered.
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spelling doaj.art-fb167ab67af24b828f6f511406ff799c2022-12-21T20:02:14ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-012440101110.1051/matecconf/201824401011matecconf_itep2018_01011Static analysis of transmission tower beam structureJakubovičová LenkaSapietová AlžbetaMoravec JanThe main topic of this paper is a static analysis of transmission tower beam structure fixed to the earth. It contains facts necessary for a need to create and apply tower beam structures. Beam elements were used to design a model and a static analysis was performed in finite element program Ansys Workbench. Three types of analyses were applied. The modal analysis was applied to verify the model compatibility. The static analysis was applied to find maximal deformations and the bending moment caused by overhead conductors and self-weight. Eigenvalue buckling was applied to state a loss of stability. Finally, stability and suitability of the whole construction was considered.https://doi.org/10.1051/matecconf/201824401011Modal analysisEigenvalue bucklingFEMAnsys Workbench
spellingShingle Jakubovičová Lenka
Sapietová Alžbeta
Moravec Jan
Static analysis of transmission tower beam structure
MATEC Web of Conferences
Modal analysis
Eigenvalue buckling
FEM
Ansys Workbench
title Static analysis of transmission tower beam structure
title_full Static analysis of transmission tower beam structure
title_fullStr Static analysis of transmission tower beam structure
title_full_unstemmed Static analysis of transmission tower beam structure
title_short Static analysis of transmission tower beam structure
title_sort static analysis of transmission tower beam structure
topic Modal analysis
Eigenvalue buckling
FEM
Ansys Workbench
url https://doi.org/10.1051/matecconf/201824401011
work_keys_str_mv AT jakubovicovalenka staticanalysisoftransmissiontowerbeamstructure
AT sapietovaalzbeta staticanalysisoftransmissiontowerbeamstructure
AT moravecjan staticanalysisoftransmissiontowerbeamstructure