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Transparent Façade Solutions with Bonded Glass-Steel Beams

 Transparent Façade Solutions with Bonded Glass-Steel Beams
Author(s): , ,
Presented at IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010, published in , pp. 632-633
DOI: 10.2749/222137810796063094
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The combination of steel and glass used as a hybrid structural element such as a mullion or transom generates a higher level of transparency in facades. In spite of its positive attributes, the bri...
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Bibliographic Details

Author(s):


Medium: conference paper
Language(s): English
Conference: IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010
Published in:
Page(s): 632-633 Total no. of pages: 6
Page(s): 632-633
Total no. of pages: 6
Year: 2010
DOI: 10.2749/222137810796063094
Abstract:

The combination of steel and glass used as a hybrid structural element such as a mullion or transom generates a higher level of transparency in facades. In spite of its positive attributes, the brittleness and the lack of plastic deformation of glass increase the risk of a spontaneous failure and the entire loss of load-bearing capacity after breakage of each glass panes independently of the glass type.

However, this typically results in over-design with high safety factors if laminated glass beams are used. The combination of glass beams with the ductile material steel provides an optimised load- bearing capacity with increased robustness. In a modified four-point bending test the load-bearing behaviour of various cross sections of hybrid beams was examined. The test results demonstrated a considerably improved structural and post-breakage behaviour of the hybrid beams compared to conventional glass beams.

Keywords:
steel glass hybrid structures bending stiffness transparent beams