Research on Bending Rigidity at Flange Connections of UHV Composite Electrical Equipment

Pillar electrical equipment is an important part of substations. The application of composite materials in pillar equipment can facilitate the improvement of the seismic performance of electrical equipment. In this paper, the test of elastic modulus and bending rigidity was conducted for individual...

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Main Authors: Haibo Wang, Yongfeng Cheng, Zhicheng Lu, Zhubing Zhu, Shujun Zhang
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Shock and Vibration
Online Access:http://dx.doi.org/10.1155/2020/2031357
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spelling doaj-dd0d162af29541c7a1145a295092eade2020-11-25T02:50:25ZengHindawi LimitedShock and Vibration1070-96221875-92032020-01-01202010.1155/2020/20313572031357Research on Bending Rigidity at Flange Connections of UHV Composite Electrical EquipmentHaibo Wang0Yongfeng Cheng1Zhicheng Lu2Zhubing Zhu3Shujun Zhang4China Electric Power Research Institute, Beijing 100192, ChinaChina Electric Power Research Institute, Beijing 100192, ChinaChina Electric Power Research Institute, Beijing 100192, ChinaChina Electric Power Research Institute, Beijing 100192, ChinaState Grid Zhejiang Electric Power CO. LTD, Hangzhou 310007, ChinaPillar electrical equipment is an important part of substations. The application of composite materials in pillar equipment can facilitate the improvement of the seismic performance of electrical equipment. In this paper, the test of elastic modulus and bending rigidity was conducted for individual composite elements in insulators and arresters, and the calculation formula for bending rigidity at the composite flange cementing connections was put forward. The numerical simulation model for the earthquake simulation shaking table test of ±1,100 kV composite pillar insulators was established, in which the bending rigidity value for the flange cementing part was obtained by the test or calculation formula. The numerical simulation results were compared with the earthquake simulation shaking table test results, the dynamic characteristics and seismic response of the model were compared, respectively, the validity of the proposed calculation formula for flange bending rigidity of composite cementing parts was verified, and a convenient and effective means was provided for calculating the seismic performance of composite electrical equipment.http://dx.doi.org/10.1155/2020/2031357
collection DOAJ
language English
format Article
sources DOAJ
author Haibo Wang
Yongfeng Cheng
Zhicheng Lu
Zhubing Zhu
Shujun Zhang
spellingShingle Haibo Wang
Yongfeng Cheng
Zhicheng Lu
Zhubing Zhu
Shujun Zhang
Research on Bending Rigidity at Flange Connections of UHV Composite Electrical Equipment
Shock and Vibration
author_facet Haibo Wang
Yongfeng Cheng
Zhicheng Lu
Zhubing Zhu
Shujun Zhang
author_sort Haibo Wang
title Research on Bending Rigidity at Flange Connections of UHV Composite Electrical Equipment
title_short Research on Bending Rigidity at Flange Connections of UHV Composite Electrical Equipment
title_full Research on Bending Rigidity at Flange Connections of UHV Composite Electrical Equipment
title_fullStr Research on Bending Rigidity at Flange Connections of UHV Composite Electrical Equipment
title_full_unstemmed Research on Bending Rigidity at Flange Connections of UHV Composite Electrical Equipment
title_sort research on bending rigidity at flange connections of uhv composite electrical equipment
publisher Hindawi Limited
series Shock and Vibration
issn 1070-9622
1875-9203
publishDate 2020-01-01
description Pillar electrical equipment is an important part of substations. The application of composite materials in pillar equipment can facilitate the improvement of the seismic performance of electrical equipment. In this paper, the test of elastic modulus and bending rigidity was conducted for individual composite elements in insulators and arresters, and the calculation formula for bending rigidity at the composite flange cementing connections was put forward. The numerical simulation model for the earthquake simulation shaking table test of ±1,100 kV composite pillar insulators was established, in which the bending rigidity value for the flange cementing part was obtained by the test or calculation formula. The numerical simulation results were compared with the earthquake simulation shaking table test results, the dynamic characteristics and seismic response of the model were compared, respectively, the validity of the proposed calculation formula for flange bending rigidity of composite cementing parts was verified, and a convenient and effective means was provided for calculating the seismic performance of composite electrical equipment.
url http://dx.doi.org/10.1155/2020/2031357
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AT yongfengcheng researchonbendingrigidityatflangeconnectionsofuhvcompositeelectricalequipment
AT zhichenglu researchonbendingrigidityatflangeconnectionsofuhvcompositeelectricalequipment
AT zhubingzhu researchonbendingrigidityatflangeconnectionsofuhvcompositeelectricalequipment
AT shujunzhang researchonbendingrigidityatflangeconnectionsofuhvcompositeelectricalequipment
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