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| A review of experimental research and main influencing parameters
| In this paper, the attention is given to a glass facade built in 1962 and currently subjected to accidental bird-strike.
| The research paper gives an idea and compares the structural behaviour and fracture pattern and evaluates laminated glass samples with PVB, Ionoplast and EVA interlayers.
| This article proposes a methodology for the structural design of multi-layered glass beams considering lateral-torsional buckling.
| Given the growing spread of glass as a construction material, the knowledge of structural response must be ensured, especially under dynamic accidental loads.
| The idea was realized in a collaborative research effort of TU Berlin, BTU Cottbus-Senftenberg and Josef Gartner GmbH that resulted in a full-scale mock-up of a Double‑Skin Facade.
| This study investigates the structural behavior of adhesive bonds of glass and metal using thin, structural silicones in heavily constrained applications.
| This paper presents the results of an original test series carried out on monolithic glass panes with the dimensions of 500 × 500 mm2 and different thicknesses, under the exposure to radiant heating.
| Overview of Design Issues, Experimental Research, and Developments
| A study was made of the impact resistance of annealed, heat-strengthened, and fully tempered laminated glass using test panels.
| Dow has a strong commitment to sustainability and recently introduced the first externally PAS2060-verified carbon neutral silicones for façades.
| In the paper, strategies for reduced order modeling of glass panels subjected to soft-body impact are developed by means of dynamic substructuring.
| In this paper, failure mechanisms are identified for a post-tensioned glass beam system with a flat stainless steel tendon adhesively bonded at the bottom glass edge.
| Structural interlayers in laminated glass have allowed engineers and specifiers to extend and improve the use of glazing solutions in the construction industry.
| Glass/steel adhesive joints are being used increasingly in the construction industry as they offer significant structural advantages over conventional mechanical fastener approaches.
| 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.
| 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.
| 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 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.