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| Glass/steel adhesive joints are being used increasingly in the construction industry as they offer significant structural advantages over conventional mechanical fastener approaches.
| In the article, the focus is on an overview of several norms, standards, and research that address the issue of resilience of window systems.
| Designing and building structural, glass-only shells is subjected to two principal boundary conditions: The use of planar or curved glass laminates with limited dimensions and the necessity to provide a structural joint between the adjacent glass modules.
| A Review of Essential Requirements towards Standardization
| An experimental study under tensile loading at +23, +40 and +60 °C and different glass build-ups
| This Glastory blog by Kalle Kaijanen is dealing with the processing of high-strength / structural laminates.
| In this research, the structural sealed façade structure with triple IGU was investigated and the effect of the thickness of ordinary and laminated glasses.
| This paper reviews the high-temperature behavior of a selected range of silicones used for sealing and bonding in construction.
| In the structural design of facade glazing, various types of loads such as dead weight, wind and climatic loads must be taken into account. In practice, however, there are many cases of damage that can be attributed to direct solar radiation.
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 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.
| 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.
| Ground rules emerging from built case studies on adhesive selection and experimental validation.
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.
| 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.
A Novel, Demountable Structural Glass System Out of Dry-Assembly, Interlocking Cast Glass Components
| 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.
| The project HYbrid GLAss-Steel Stele (HYGLASS) aims at the realization of a cantilevering hybrid vertical structure working as a stand-alone or a grid-connected smart tower.