The Brief Analysis of Photovoltaic Insulating Glass in the Process Service

Article Preview

Abstract:

This article according to intensity of solar radiation in Beijing region during summer based on this intensity of solar radiation the working temperature of photovoltaic insulating glass were measured. On this basis, the atmospheric pressure which in hollow layer of photovoltaic insulating glass were measured. And the stress of glass is calculated by finite elements software. The results showed that if the glass deflection is less 1 proportion of glass thickness there is a linear relation between stress and deflection. This is a small deflection issue. If the proportion exceeded this limit, the stress exhibited a non-linear relationship with deflection. This is a large deflection issue. The glass stress and deflection ratio which calculated by finite elements is less than the criterion which prescribed by Glass curtain wall project technical specification. The results show that the formula which introduced reduction coefficient used in standard is favors of the security.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

220-224

Citation:

Online since:

January 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Wang Dong, Wen Yugang and Miao Xiangyang Introduced of photovoltaic building integrated and photovoltaic glass component (Doors and Windows 2009,8)

Google Scholar

[2] Zhang Lejun and Zheng Hongsheng the thermal performance of hollow double glass photovoltaic modules (Building energy efficiency 2009,4)

Google Scholar

[3] Wang Mingyou and Zhang ruihong Based on ANSYS vacuum flat glass static finite element analysis (Yangzhou university journal 2009,11)

Google Scholar

[4] Glass curtain wall project technical specifications JGJ 102-2003 Beijing: China Building Industry Press, (2003)

Google Scholar

[5] Zhao Jianan and Zhang Qilin Hollow glass stress calculation theory research (Building structure 2006, 6)

Google Scholar