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| Measurement area separated from glass sheets with buffer plates
| In this study, the bending process of specially-fabricated double glazing units (‘panels’) is investigated with a focus on a local instability phenomenon.
| This work discusses the results from first feasibility investigations dealing with the choice of adhesive and identifying a suitable activation procedure for Fe-SMA strips adhesively bonded to glass elements.
| 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 shows different Pummel classifications that can currently be found on the market. Subsequently, approaches to the automatization and standardization of the execution and especially the evaluation of the Pummel test are shown.
| 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.
| 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.
| 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.
| This work focuses on the Transparent Structural Silicone Adhesive (TSSA), produced by Dow Corning.
| 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.
| Eurocode-compliant, mesh-independent approach using the FEM
| Overview, Case Studies and Future Potentials
| This paper focuses on a recently developed concept, in which glass is combined with timber to provide post-breakage strength and ductility.
| The use of new generation thin, lightweight and damage-resistant glass, originally conceived for electronic displays, is moving its first steps in the built environment, in particular for adaptive and movable skins and façades.
| 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.
| Can you name all types of dynamic glazing that are available in today’s market? Are you aware of their particular specifications and strengths? Don’t worry even if you can’t. 
| Combining transparency with a high compressive strength, glass enables us to make diaphanous load-bearing compressive members, from beams and columns to free-standing facades and entire glass structures.