光伏组件谐波响应分析振动台的设计与建模

Chaitanya V. Bhore, A. Andhare, P. Padole
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引用次数: 0

摘要

由于太阳能光伏技术和发电的指数级增长,太阳能光伏组件安装在承受动态载荷的结构上是很常见的。这些动态载荷,如风、雨、雪、基础激励、运输等,会导致光伏组件振动并降低其性能。在各种动力载荷中,基底激励是光伏组件诱发振动的主要原因之一。在地铁轨道附近的光伏组件底座/安装处精确记录了振动幅值和频率。从振动读数可以观察到,峰值频率水平在30-80赫兹范围内下降。因此,为了进行光伏组件的谐波响应分析,有必要建立激振台,为分析提供所需的基础激励。本文论述了振动台的设计、建模、装配和有限元模态及谐波分析。激振台分为四个基本部分,1)底座,2)弹簧支撑,3)不平衡质量电机,4)安装光伏组件的安装结构。变速电动机与距轴中心不同距离的不同孔的圆盘相连,从而提供多种谐力和频率。制造前,在ANSYS中对振动台加PV组件总成进行模态和谐波分析,检查系统固有频率是否仅接近PV组件模态频率范围。振动台固有频率不在光伏组件固有频率范围内。该研究为设计光伏组件的夹紧和安装方式提供了依据,以防止其因诱发振动而性能下降。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Design and modelling of shaker table for harmonic response analysis of PV module
Due to exponential growth in solar photovoltaic technology and power generation, it is common to see solar PV modules mounted on structures subjected to dynamic loading. These dynamic loads such as wind, rain, snow, base excitation, transportation and much more causes vibrations in the PV modules and deteriorate their performance. Among the various dynamic loads, Base Excitation is one of the major cause for induced vibration in PV modules. Vibration amplitude and frequency were preciously recorded at the base/mounting of PV module in the vicinity of Metro Rail. From the vibration reading it was observed that the peak frequency levels fall in 30-80 Hz range. Therefore, for harmonic response analysis of PV module it was necessary to build a shaker table which will provide the required base excitation for analysis. This paper deals with design, modelling, assembly and finite element modal and harmonic analysis of shaker table. Shaker table is divided in basic four parts, 1) base, 2) spring support, 3) electric motor with unbalanced mass and 4) mounting structure for PV module mounting. Variable speed electric motor is attached with a disc with different holes at varying distance from the center of the shaft, so as to provide multiple types of harmonic forces and frequencies. Before manufacturing, modal and harmonic analysis is performed on the shaker table plus PV module assembly in ANSYS to check whether the systems natural frequency comes near to only PV modules modal frequency range. It was observed that the shaker table natural frequencies were not in the range of PV module’s natural frequencies. This study will be useful to provide a basis for designing the clamping and mounting arrangements for the PV modules to retard its performance deterioration due to the induced vibrations.
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