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| The load-bearing capacity of glass as a structural material as well as sustainability and resistance of a built-in glass against appearing loads and forces is assuming an ever-greater importance.
| This study forms part of a wider research programme that aims to better address the end-of-life challenges and opportunities in façade design for re-use.
| This paper presents the experimental results of a three-point bending test conducted on laminated glass at elevated temperature in an environmental chamber.
| Dynamic mechanical analysis (DMA) experiments were carried out on three different Saflex® interlayers from commercial production, all at a nominal thickness of 0.76 mm.
| The study describes the results of the principal applicability of fiber optic strain sensors to evaluate the structural behaviour of laminated glass and provides the basis to define a model for the material characteristics of viscoelastic interlayers.
| In today’s architecture the bending of glass plays an important role in achieving free forms in modern façades.
| The simulation tool provides an accurate definition of the internal pressure, deflection and stress on glass panels and forces through the sealant silicone with a reduced pre-post and calculation time, being ideal for parametric studies.
| The determination of interlayer modulus data is complex.
| Here, comparisons are made with numerical analyses, performed by implementing an ad hoc routine in the software Straus7, developed by Maffeis Engineering.
| The structural glass for this globe structure is created with laminated double curved glass panels patch supported by a steel structure.
| The post-breakage behavior of glass beams is not easy to predict, therefore Octatube performed a range of tests on different glass fins varying the test setup.
| The paper presents an overview of the work completed within the on-going research project “Structural safety of glass components” carried out at the Silesian University of Technology, Lund University and RISE Research Institutes of Sweden.
| The development of structural details in glass connections is the main topic of this research.
| Traditional uses of glass have been reinvented by two architectural firms, who artfully use glass and interlayers to achieve very different design goals.
| A comprehensive numerical investigation was carried out to understand the mechanical behavior of cold-bent insulating glass units during the bending process. The aim is to derive a basic understanding of the mechanical behavior of an IGU during the cold bending process.
| The Surface Compression Stress (SC) data, collected by Stazione Sperimentale del Vetro, were analysed to compare the measurements carried out by Scalp-05 (Scattered Light Polariscope) and Laser Gasp (Strainoptics’ GASP® Polarimeter).
| This presentation offers a new perspective on limit device design and specifications especially due to construction phase and post-occupancy habits in urban environments.
| Since A.Zoller has proposed the idea of vacuum glass in 1913, vacuum glass technology become more and more mature from the last 100 years.
| This paper was first presented at GPD 2019 by Louis Moreau from AGNORA, Canada.
| This paper deals with the development and construction of a novel 2,308 sqm glass tube façade engineered by Eckersley O’Callaghan (EOC) as façade consultant and turned into reality by seele.
| In this article, the prestressing profile of chemically prestressed glass panes is investigated and two different measurement methods for recording surface compressive stress will be presented.
| This paper was first presented at GPD 2019 by A. Rose from ift Rosenheim.
| This paper explores the statistical basis and methodology for the derivation of the Munich climatic load parameters, applying it to climate data for each ASHRAE climate zone in the United States.
| This paper will present analyses of sample rectangular double glazed IGUs with symmetrical and asymmetrical heat-strengthened and tempered glass constructions for positive and negative pressure to simulate wind loads.
| The cold bending of glass in unique facades have been successfully completed in the past using structural silicone glazing (SSG) as the sole method of retention of the bending membrane.