Transparent Façade Solutions with Bonded Glass-Steel Beams
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Bibliographic Details
Author(s): |
Bernhard Weller
Anja Meier Thorsten Weimar |
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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: | IABSE Symposium Venice 2010 | ||||
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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. |
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Keywords: |
steel glass hybrid structures bending stiffness transparent beams
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