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| Measurement area separated from glass sheets with buffer plates
| Measurement area in direct thermal contact with specimen
Investigations on the Cold Bending Behaviour of a Double Glazing Unit with a Rigid Edge-Spacer Frame
| In this study, the bending process of specially-fabricated double glazing units (‘panels’) is investigated with a focus on a local instability phenomenon.
| 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.
| 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.
| 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.
| The two case studies illustrate how the engineering of glass can fluctuate with design intent in unusual scenarios – when we cannot rely solely on conventional codes and standards to guide the analysis.
| Five commercial glazing system analysis and a project study show the advantages of using Insulated Glass Unit (IGU) edges to mechanically attach glass to buildings.
| Constructions at exceptional locations are often challenging but worth one’s while. Extreme boundary conditions and sophisticated demands of the client have to be considered.
| Unitised Façade System Designed with a Highly Transparent Façade of Low G-value Combined with Blast Requirements
| Building code requirements for wind-borne debris protection have been in existence since the mid- 1990s, and as a result, many glazing systems have been tested and certified to these performance requirements.
| The Swiss society of engineers and architects (SIA) initiated a structural glass standard committee with the task to develop a Swiss glass design standard.
| The present work uses non-linear material laws for FEA and exhibits the behavior of the sealant joint in various load scenarios on several projects.
| The present paper presents an ongoing research project considering the failure of glass at high strain-rates. It provides a brief review of existing studies showing a strength increase with loading rates relevant for e.g. blast loads.
| In today’s architecture the bending of glass plays an important role in achieving free forms in modern façades.
| The aim of this paper is to identify and discuss challenges with the assumption that the SSG is isolated from the glass self-weight and provide a better understanding on the complexity of SSG systems.
| 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.
| Here, comparisons are made with numerical analyses, performed by implementing an ad hoc routine in the software Straus7, developed by Maffeis Engineering.
| 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.
| 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 “One Single Model” approach rises as the best tool to manage complex buildings through the different engineering branches.
| This case study describes the façade performance of the 2nd tallest building in China, the Ping An International Finance Center (Ping An IFC), located in the city of Shenzhen.