Mechanical analysis of photovoltaic panels with various boundary condition

9th Edition of the International SOLARIS Conference

Li, Y.X.^1 ; Xie, L.Z.^1^2 ; Zhang, T.Y.^2 ; Wu, Y.P.^3 ; Sun, Y.Y.^3 ; Ni, Z.C.^4 ; Zhang, J.Q.^5 ; He, B.^2

College of Architecture and Environment, Sichuan University, Chengdu

610065, China^1

Institute of New Energy and Low-Carbon Technology, Sichuan University, Chengdu

610207, China^2

Department of Architecture and Built Environment, Faculty of Engineering, University of Nottingham, University Park, Nottingham

NG7 2RD, United Kingdom^3

Suzhou Talesun Solar Technologies Co. Ltd., Chang Shu

215542, China^4

College of Materials Science and Engineering, Sichuan University, Chengdu

610065, China^5

关键词: Bending experiments;    Classical lamination theory;    Photovoltaic panels;    Rayleigh;    Various boundary conditions;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/556/1/012048/pdf
DOI  :  10.1088/1757-899X/556/1/012048

来源: IOP

【 摘 要 】

The photovoltaic (PV) panels currently existed on market are a kind of laminated plate structure, which is composed of two stiff glass skins and a soft interlayer. Some of those panels are installed on the buildings and integrated as the components of the structures, such as wall and roof. In different locations, the installations of the panels are different and the boundary conditions are not simply supported any more. The generating electricity requirement of the panels needs the mechanic behaviour of them is stable with any boundary condition. In this paper the bending behaviour of PV panels with various boundary conditions is analysed and the influence of boundary condition is studied carefully. The Kirchhoff theory which is one of the classical lamination theory (CLT) is adopted to build governing equations of photovoltaic panels under static force. A Rayleigh-Rita method is modified to solve the governing equations and calculate the static deformation and stress. Different boundary condition requires different assumptions of the deflection function and a modified general function is developed to solve that problem. A theoretical solution is derived out and used to do the numerical calculation. A bending experiment of PV panel with two opposite edges simply supported and the other two free is used to verify the correctness and accuracy of the proposed solution. Finally, the influence of different boundary condition is stated by comparing the numerical results and some guides for the PV panel installation are proposed.