Stress-strain state experimental researches of the lattice support pole sections for overhead power transmission line 110 kV

An article compares the theoretical and experimental researches of joint work of steel tower type supports' fragments of overhead power transmission lines (OHPL) 110 kV. Attention is focused to high voltage supports operated on the Ukraine territory. Is described a spending principle of static...

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Main Authors: Tanasoglo Anton, Garanzha Igor
Format: Article
Language:English
Published: EDP Sciences 2018-01-01
Series:MATEC Web of Conferences
Online Access:https://doi.org/10.1051/matecconf/201819602019
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spelling doaj-ae45835bdc5c40f1a948845ec4726aa02021-04-02T07:55:30ZengEDP SciencesMATEC Web of Conferences2261-236X2018-01-011960201910.1051/matecconf/201819602019matecconf_rsp2018_02019Stress-strain state experimental researches of the lattice support pole sections for overhead power transmission line 110 kVTanasoglo AntonGaranzha IgorAn article compares the theoretical and experimental researches of joint work of steel tower type supports' fragments of overhead power transmission lines (OHPL) 110 kV. Attention is focused to high voltage supports operated on the Ukraine territory. Is described a spending principle of static experimental researches for flat trusses on the developed specialized experimental installation, allowing to investigate the joint work of overhead lines supports' fragments. Are presented the technique and results of the flat support model calculation in the "SCAD" software package. Are presented calculation numerical results of the experimental installation together with a testing model. Are determinated experimental values of stresses in lattice elements and also horizontal and vertical displacements of braces holding on nodes. During the displacements determining is analyzed the joint work of the lattice elements of the experimental samples, is taken into account the supporting effect of the extended braces.https://doi.org/10.1051/matecconf/201819602019
collection DOAJ
language English
format Article
sources DOAJ
author Tanasoglo Anton
Garanzha Igor
spellingShingle Tanasoglo Anton
Garanzha Igor
Stress-strain state experimental researches of the lattice support pole sections for overhead power transmission line 110 kV
MATEC Web of Conferences
author_facet Tanasoglo Anton
Garanzha Igor
author_sort Tanasoglo Anton
title Stress-strain state experimental researches of the lattice support pole sections for overhead power transmission line 110 kV
title_short Stress-strain state experimental researches of the lattice support pole sections for overhead power transmission line 110 kV
title_full Stress-strain state experimental researches of the lattice support pole sections for overhead power transmission line 110 kV
title_fullStr Stress-strain state experimental researches of the lattice support pole sections for overhead power transmission line 110 kV
title_full_unstemmed Stress-strain state experimental researches of the lattice support pole sections for overhead power transmission line 110 kV
title_sort stress-strain state experimental researches of the lattice support pole sections for overhead power transmission line 110 kv
publisher EDP Sciences
series MATEC Web of Conferences
issn 2261-236X
publishDate 2018-01-01
description An article compares the theoretical and experimental researches of joint work of steel tower type supports' fragments of overhead power transmission lines (OHPL) 110 kV. Attention is focused to high voltage supports operated on the Ukraine territory. Is described a spending principle of static experimental researches for flat trusses on the developed specialized experimental installation, allowing to investigate the joint work of overhead lines supports' fragments. Are presented the technique and results of the flat support model calculation in the "SCAD" software package. Are presented calculation numerical results of the experimental installation together with a testing model. Are determinated experimental values of stresses in lattice elements and also horizontal and vertical displacements of braces holding on nodes. During the displacements determining is analyzed the joint work of the lattice elements of the experimental samples, is taken into account the supporting effect of the extended braces.
url https://doi.org/10.1051/matecconf/201819602019
work_keys_str_mv AT tanasogloanton stressstrainstateexperimentalresearchesofthelatticesupportpolesectionsforoverheadpowertransmissionline110kv
AT garanzhaigor stressstrainstateexperimentalresearchesofthelatticesupportpolesectionsforoverheadpowertransmissionline110kv
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