Author:
Dispersyn Jonas,Bells Jan,Martens Kenny,De Jaegher Jolien
Abstract
<p>Nowadays bolted point-fixings in glass are widely used, which implies that the glass has to be drilled and tempered. Consequently, the glass is significantly weakened exactly at the position where peak stresses occur when forces are applied. In contrast, this disadvantage does not occur when adhesive technologies are used in which the glass is directly bonded at discrete points.</p><p>In case of bolted point-fixings, it is well-known that the distance between the connection and the glass edge is a major parameter that influences the strength and behaviour of the connection. However, for adhesive point-fixings this influence has not been extensively investigated yet. Consequently, in this paper the results of a thorough experimental study of this influence on a full- scale glass panel supported by adhesive point-fixings is presented and analysed.</p><p>The experimental results demonstrate that the edge distance has a significant influence on the stress distribution and deflection of the glass panel: stresses and deformations are reduced with increasing edge distance.</p>
Publisher
International Association for Bridge and Structural Engineering (IABSE)
Reference25 articles.
1. DODD G., "Essential elements of bolted structural glass systems", Proc., lCBEST'97, 1997, pp. 79-84.
2. HALDTMANN M., LUTBLE A., and OVEREND M., Structural use of glass, Vol. 10, TABSE, Zürich, 2008.
3. STEBERT G., and HERRMANN T., "Glazing with countersunk point fittings". inProceedings of Challenging Glass 3, 2010, pp. 335-348.
4. VYZANTTADOU M.A., and AVDELAS A.V., "Point fixed glazing systems: technological and morphological aspects", Journal of Constructional Steel Research, Vol. 60, No. 8, 2004, pp. 1227-1240.
5. STEBERT B., "Anforderungen für ein Berechnungskonzept für die Bemessung punktgelagerter Verglasungen", Stahlbau, Vol. 75, No. 8, 2006, pp. 652-657.