Abstract
The motivation for this work is the need for more extended guidelines considering structural design
of glass structures. Realistic models predicting the strength of bolted connections are a step
towards improvement of such guidelines. Improvement of guidelines for bolted connections require
in-depth knowledge of the residual stresses in toughened glass near holes and edges where the total
stress state is a combination of contact stresses and residual stresses. The present paper,
presenting the derivation and results for a model predicting the residual stresses in a glass plate
far from edges and holes, is a step towards such a model. The model is based on the Instant Freeze
concept with a few modifications. Current work, using a partial differential equation approach for
the modeling and state-of-the-art in modeling residual stresses in glass is briefly presented, and
a short description of the toughening process is given.
Original language | English |
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Title of host publication | Proceedings: 6th International PhD symposium in Civil Engineering |
Number of pages | 169 |
Place of Publication | ETH Zürich |
Publisher | IBK Publikation |
Publication date | 2006 |
Publication status | Published - 2006 |
Event | 6th Int. PhD Symposium in Civil Engineering - ETH Zürich Duration: 1 Jan 2006 → … |
Conference
Conference | 6th Int. PhD Symposium in Civil Engineering |
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City | ETH Zürich |
Period | 01/01/2006 → … |