Transparent Façade Solutions with Bonded Glass-Steel Beams
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Bibliografische Angaben
Autor(en): |
Bernhard Weller
Anja Meier Thorsten Weimar |
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Medium: | Tagungsbeitrag | ||||
Sprache(n): | Englisch | ||||
Tagung: | IABSE Symposium: Large Structures and Infrastructures for Environmentally Constrained and Urbanised Areas, Venice, Italy, 22-24 September 2010 | ||||
Veröffentlicht in: | IABSE Symposium Venice 2010 | ||||
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Seite(n): | 632-633 | ||||
Anzahl der Seiten (im PDF): | 6 | ||||
Jahr: | 2010 | ||||
DOI: | 10.2749/222137810796063094 | ||||
Abstrakt: |
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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Stichwörter: |
Stahl Glas hybride Tragwerke
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