黄河水利职业技术学院学报2025,Vol.37Issue(1) :26-34.DOI:10.13681/j.cnki.cn41-1282/tv.2025.01.005

不同东西坡度山地光伏支架受力变形分析

Analysis on Force and Deformation of Mountain Photovoltaic Brackets with Different East-West Slopes

石章燃 刘东泽 曹虎 朱兵
黄河水利职业技术学院学报2025,Vol.37Issue(1) :26-34.DOI:10.13681/j.cnki.cn41-1282/tv.2025.01.005

不同东西坡度山地光伏支架受力变形分析

Analysis on Force and Deformation of Mountain Photovoltaic Brackets with Different East-West Slopes

石章燃 1刘东泽 1曹虎 1朱兵1
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作者信息

  • 1. 中冶武勘工程技术有限公司,湖北 武汉 430080
  • 折叠

摘要

近些年,国家高度重视开发清洁能源,光伏电站建设大规模展开,地形条件良好的平原土地资源已逐渐减少,山地光伏在新建项目中的占比日益增长.以云南省红河州某山地光伏项目为例,通过建立东西坡坡度不同的山地光伏三维有限元模型,对光伏支架主要构件的应力与变形进行对比分析,得出如下结论:东西坡坡度并不会使山地光伏支架的失效模式发生变化,但会影响其主要构件的应力与变形大小:东西坡坡度越大,山地光伏在同等风压作用下产生的应力集中现象与变形越严重,对应的承载能力也越低.

Abstract

In recent years,the construction of photovoltaic power stations has been in full swing.The land resources with good terrain conditions in the plains have gradually diminished,and the proportion of mountain photovoltaic projects in new constructions has been on the rise.Taking a certain mountain photo-voltaic project in Honghe Prefecture in Yunnan province as an example,by establishing a three-dimension-al finite element model of mountain photovoltaic with different east-west slope degree,a comparative anal-ysis was conducted on stress and deformation of the main components of the photovoltaic bracket,and the following conclusions were reached:The east-west slope degree does not change the failure mode of the mountain photovoltaic bracket,but they affect the magnitudes of stress and deformation of its main com-ponents.When the east-west slope degree is greater,the stress concentration and deformation of the mountain photovoltaic under the same wind pressure is more severe,and the corresponding bearing capaci-ty is also lower.

关键词

山地光伏项目/东西坡/光伏支架/三维有限元模型/数值模拟/受力变形/承载力

Key words

Mountain photovoltaic project/east-west slope/photovoltaic bracket/three-dimensional finite element model/numerical simulation/force and deformation/bearing capacity

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出版年

2025
黄河水利职业技术学院学报
黄河水利职业技术学院

黄河水利职业技术学院学报

影响因子:0.248
ISSN:1008-486X
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