Analysis of the Impact Resistance of Photovoltaic Panels Based on the Effective Thickness Method
作者机构：College of Architecture and EnvironmentSichuan UniversityChengdu610065China Institute of New Energy and Low-Carbon TechnologySichuan UniversityChengdu610207China Suzhou Talesun Solar Technologies Co.Ltd.Suzhou215542China Department of Architecture and Built EnvironmentFaculty of EngineeringUniversity of NottinghamUniversity ParkNottinghamNG72RDUK National Photovoltaic Product Quality Supervision and Inspection CenterChengdu610065China
出 版 物：《Journal of Renewable Materials》 (可再生材料杂志（英文）)
年 卷 期：2022年第10卷第1期
页 面：33-51页
核心收录：
学科分类：0830[工学-环境科学与工程（可授工学、理学、农学学位）] 0401[教育学-教育学] 04[教育学] 0706[理学-大气科学] 0805[工学-材料科学与工程（可授工学、理学学位）]
主 题：Double-glass photovoltaic module dynamic stiffness characteristics natural frequency effective thickness impact test
摘 要：Based on the recent development of renewable energy utilization technology,in addition to centralized photovol-taic power plants,distributed photovoltaic power generation systems represented by building-integrated photo-voltaic systems are frequently employed for power ***,in the architectural design,the double-glass photovoltaic module used in the integrated photovoltaic building system puts forward a higher load-bearing capa-city requirement and the corresponding simplified method of carrying capacity *** article focuses on the simplified method of checking the bearing capacity of the four-sided simply supported double-glass photovoltaic ***,the principle of equivalent stiffness is used to calculate the effective ***,the rationality of this approach is verified by comparing the bending states of sandwich panels under different shear *** double-glass photovoltaic module is equivalent to a single-layer board,and its effectiveness is verified by compar-ing the impact test results of the double-glass photovoltaic module with the results of the single-layer *** the comparison with the test results shows that,from the perspective of architectural design,the effective thick-ness results in this paper can ensure that the building structure has sufficient bearing capacity,but the four-side simply supported boundary theory cannot fully reflect the calculation of the bearing capacity of the four-side clamped double-glass photovoltaic module.
维普期刊数据库