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| This paper presents work undergone for a set of four high-rise towers, featuring 11,136 unique cold-bentpanels, hundreds of which are pushed beyond 250mm.
| The paper presents the results of FEM analysis as well as tests performed on double glazed units including Sikasil® IG-25 secondary sealing joints and SikaGlaze® IG-5 PIB as primary seal.
| The paper undertakes a review of basic interlayer stack data with regards to viscoelastic properties and adhesion, and the engineering hypotheses using recent preliminary fitting test results for various loading schemes.
| This paper sheds some light on the challenges to build with high performing glazing façade systems (originally called curtain wall systems) while efficiently utilising resources and reducing its manufacturing embodied carbon.
| This research revolves around the design, fabrication and testing of tubular glass columns, with particular focus on their redundancy and fire-safety mechanisms.
| This paper gives an overview of the requirements of a ship structure, and more specifically yacht structures, and describes the challenges associated with using glass as a fully integrated structural component.
| This study provides a closer look at fire performance of glass beams and proposes further examinations to increase the load-bearing capacity in case of fire.
| The goal of this work is to investigate the mechanical performance of VIG’s subjected to soft body impact and gain insight into the failure mechanisms of the VIG when exposed to dynamic loads.
| This paper discusses the structural response of cable-supported glass façades, through time history finite element (FE) analyses, under different wind action combinations.
| Ground rules emerging from built case studies on adhesive selection and experimental validation.
| The economy globalizes. The industries concentrate. The productions become uniform. Cultural specificities disappear. About architecture and glass in architecture, it is the same phenomenon.
| “Going ahead of the Curve” is what the advertisement states outside of newly remodeled, Class A office building in Ottawa, Canada.
Investigations on Linear Silicone Joints for Glass-Metal Elements with Composite Structural Behavior
| In this article, experimental and numerical results obtained for linear structural silicone joints between glass and stainless steel substrates, investigated separately under tensile and under shear loading, are discussed.
| In the second episode of #AskGlaston Flat Tempering Series, we will talk about the new solution to estimate the stress level in glass – online.
| This work focuses on the Transparent Structural Silicone Adhesive (TSSA), produced by Dow Corning.
| This latest Glastory blog by Miika Äppelqvist is dealing with the areas of the tempering process that can be improved to make operations more efficient.
| The intention of this paper is to address this gap with the aid of photoelasticity as an indirect measuring method in a coordinated way with numerical simulation based on finite element analysis.
| Industrial manufacture of solar building components and their integration into the building planning process
| Eurocode-compliant, mesh-independent approach using the FEM
| Overview, Case Studies and Future Potentials
| Thin glass offers the possibility for lightweight and flexible glass façades that could change shape depending on external conditions.
| This paper focuses on a recently developed concept, in which glass is combined with timber to provide post-breakage strength and ductility.
| Industry demand for impeccable glass quality has increased notably over the last years. Customer expectations run high, forcing glass processors to strive for ever-stricter quality control and ensure minimal rejection rates for finished products.
| The most common quality issues that arise in tempered glass are roller waves, glass distortion, bad anisotropy and white haze. In this post, we want to focus on white haze and ways to control it.
| Research has shown that the general approach to determine the bending strength of thermally curved glass with the aid of the four-point bending test for flat glass according to EN 1288-3 is applicable.