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Calculation methods of glass parapets in aluminium clamping profiles

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Abstract
This study aims to investigate and assess the analytical calculation methods which are applicable to glass parapets. Specifically it is focused on glass parapets, which are continuously clamped along their lower edge in an aluminium profile, without the addition of a (structural) handrail. The starting point of the research are the current codes of practice regarding glass parapets. The objectives are to investigate the limitations of the current methods, to develop new methods and to test whether these are applicable, taking into account the standards of several European countries. Codes and standards from the Netherlands, Belgium, the United Kingdom and Germany are analysed and applied to the calculation methods, to identify and analyse the differences. Subsequently, a series of static load tests have been performed to determine the spring stiffness of the aluminium parapet clamping profiles, such that they can be applied in new analytical calcuation methods. The long-term value of this research is to present more accurate calculation methods which can be applied to continuously supported glass parapet, accounting for different parameters, such as the supporting effect of sealing rubbers and the application depth of fixation wedges. Finally, recommendations are made to improve common calculation methods.
Keywords
Glass parapet, Glass balustrade, Calculation method, Ultimate/serviceability limit state, Spring stiffness

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MLA
Baidjoe, Youri, et al. “Calculation Methods of Glass Parapets in Aluminium Clamping Profiles.” GLASS STRUCTURES & ENGINEERING, edited by Jan Belis et al., vol. 3, no. 2, Springer Nature, 2018, pp. 321–34.
APA
Baidjoe, Y., Van Lancker, B., & Belis, J. (2018). Calculation methods of glass parapets in aluminium clamping profiles. GLASS STRUCTURES & ENGINEERING, 3(2), 321–334.
Chicago author-date
Baidjoe, Youri, Bert Van Lancker, and Jan Belis. 2018. “Calculation Methods of Glass Parapets in Aluminium Clamping Profiles.” Edited by Jan Belis, Christian Louter, Jens Henrik Nielsen, Mauro Overend, and Jens Schneider. GLASS STRUCTURES & ENGINEERING 3 (2): 321–34.
Chicago author-date (all authors)
Baidjoe, Youri, Bert Van Lancker, and Jan Belis. 2018. “Calculation Methods of Glass Parapets in Aluminium Clamping Profiles.” Ed by. Jan Belis, Christian Louter, Jens Henrik Nielsen, Mauro Overend, and Jens Schneider. GLASS STRUCTURES & ENGINEERING 3 (2): 321–334.
Vancouver
1.
Baidjoe Y, Van Lancker B, Belis J. Calculation methods of glass parapets in aluminium clamping profiles. Belis J, Louter C, Nielsen JH, Overend M, Schneider J, editors. GLASS STRUCTURES & ENGINEERING. 2018;3(2):321–34.
IEEE
[1]
Y. Baidjoe, B. Van Lancker, and J. Belis, “Calculation methods of glass parapets in aluminium clamping profiles,” GLASS STRUCTURES & ENGINEERING, vol. 3, no. 2, pp. 321–334, 2018.
@article{8560752,
  abstract     = {{This study aims to investigate and assess the analytical calculation methods which are applicable to glass parapets. Specifically it is focused on glass parapets, which are continuously clamped along their lower edge in an aluminium profile, without the addition of a (structural) handrail. The starting point of the research are the current codes of practice regarding glass parapets. The objectives are to investigate the limitations of the current methods, to develop new methods and to test whether these are applicable, taking into account the standards of several European countries. Codes and standards from the Netherlands, Belgium, the United Kingdom and Germany are analysed and applied to the calculation methods, to identify and analyse the differences. Subsequently, a series of static load tests have been performed to determine the spring stiffness of the aluminium parapet clamping profiles, such that they can be applied in new analytical calcuation methods. The long-term value of this research is to present more accurate calculation methods which can be applied to continuously supported glass parapet, accounting for different parameters, such as the supporting effect of sealing rubbers and the application depth of fixation wedges. Finally, recommendations are made to improve common calculation methods.}},
  author       = {{Baidjoe, Youri and Van Lancker, Bert and Belis, Jan}},
  editor       = {{Belis, Jan and Louter, Christian and Nielsen, Jens Henrik and Overend, Mauro and Schneider, Jens}},
  issn         = {{2363-5142}},
  journal      = {{GLASS STRUCTURES & ENGINEERING}},
  keywords     = {{Glass parapet,Glass balustrade,Calculation method,Ultimate/serviceability limit state,Spring stiffness}},
  language     = {{eng}},
  number       = {{2}},
  pages        = {{321--334}},
  publisher    = {{Springer Nature}},
  title        = {{Calculation methods of glass parapets in aluminium clamping profiles}},
  url          = {{http://dx.doi.org/10.1007/s40940-018-0075-8}},
  volume       = {{3}},
  year         = {{2018}},
}

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