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750kV格构式变电构架K形节点试验研究及有限元分析*
司建辉1,简政1,刘茂社1,张玉明2,胡丰2
摘 要

1 西安理工大学, 西安 710048 2 中国电力工程顾问集团西北电力设计院, 西安 710075

 

[摘要]针对750kV格构式变电构架K形节点进行了足尺试验及有限元仿真分析,考察了其在设计荷载和15倍设计荷载下的受力变形情况及极限承载力。结果表明,设计荷载下750kV格构式变电构架K形节点仍处于弹性工作状态;15倍设计荷载下,该节点仍然安全。

[关键词]750kV格构式变电构架; K形节点; 足尺试验; 仿真分析

中图分类号:TU391    文献标识码:A    文章编号:1002-848X(2015)03-0059-04

 

Experimental study and finite element analysis on Kshaped joint of 750kV lattice substation frame

Si Jianhui1, Jian Zheng1, Liu Maoshe1, Zhang Yuming2, Hu Feng2

 (1 Xian University of Technology, Xian 710048 China; 2 North West Electric Power Design Institute of

China Power Engineering Consulting Group, Xian 710075, China)

 

Abstract:The fullscale test and finite element simulation analysis  on Kshaped joint of 750kV lattice substation frame were carried out to investigate the deformation and ultimate bearing capacity under the design load and 15 times of the design load. The results show that the Kshaped joint is still in elastic state under the design load, and the joint is safe under 15 times of the design load.

Keywords:750kV lattice substation frame; Kshaped joint; fullscale test; simulation analysis

 

*国家自然科学基金(51308454),中国博士后第54批面上项目(2013M542371),陕西省自然科学基金(2013JQ7006),陕西省教育厅自然科学专项(2013JK0967)

作者简介:司建辉,博士,副教授,Emailsjhfr@163.com

 

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