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| Naji, M. |
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| Motta, Antonella |
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| Aletan, Dirar |
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| Mohamed, Tarek |
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| Ertürk, Emre |
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| Taccardi, Nicola |
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| Kononenko, Denys |
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| Petrov, R. H. | Madrid |
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| Alshaaer, Mazen | Brussels |
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| Bih, L. |
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| Casati, R. |
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| Muller, Hermance |
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| Kočí, Jan | Prague |
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| Šuljagić, Marija |
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| Kalteremidou, Kalliopi-Artemi | Brussels |
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| Azam, Siraj |
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| Ospanova, Alyiya |
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| Blanpain, Bart |
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| Ali, M. A. |
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| Popa, V. |
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| Rančić, M. |
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| Ollier, Nadège |
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| Azevedo, Nuno Monteiro |
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| Landes, Michael |
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| Rignanese, Gian-Marco |
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Veer, Frederic
Delft University of Technology
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (25/25 displayed)
- 2024New insights into the interpretation of the results of four point bending tests on float glasscitations
- 2023A Novel Method for the Non-Destructive Assessment of Strength Degradation and Re-Use Potential of Weathered Float Glass From Facadescitations
- 2022Effects of composition on the durability and weathering of flat glasscitations
- 2021Thermal, optical and mechanical properties of new glass compositions containing fly ash
- 2021On the flexural strength and stiffness of cast glasscitations
- 2020The Application of Waste Float Glass, Recycled in Structural Beams made with the Glass Casting Methodcitations
- 2020Investigating the flexural strength of recycled cast glasscitations
- 2019Dry interlayers out of cast polyurethane rubber for interlocking cast glass structures
- 2019Limestone and Calcined Clay-Based Sustainable Cementitious Materials for 3D Concrete Printingcitations
- 2019Feasibility of Using Low CO2 Concrete Alternatives in Extrusion-Based 3D Concrete Printingcitations
- 2019The Effect of Viscosity-Modifying Admixture on the Extrudability of Limestone and Calcined Clay-Based Cementitious Material for Extrusion-Based 3D Concrete Printingcitations
- 2019The effect of manufacturing flaws in the meso-structure of cast glass on the structural performancecitations
- 2018Interlocking cast glass components, Exploring a demountable dry-assembly structural glass system
- 2018Innovative Glass Recipes Containing Industrial Waste Materials
- 2018New phosphate glasses containing industrial waste and their applications for building engineering
- 2018Structural Strength of Laminated Glasscitations
- 2018Design and Experimental Testing of All Glass Sandwich Panelscitations
- 2018An overview of some recent developments in glass science and their relevance to quality control in the glass industry
- 2018A Re-evaluation of the Physiochemistry of Glass on the Basis of Recent Developments and its Relevance to the Glass Industrycitations
- 2018A Novel, Demountable Structural Glass System Out of Dry-Assembly, Interlocking Cast Glass Componentscitations
- 2017Design and experimental testing of the bundled glass columncitations
- 2017Production and Testing of Kiln-cast Glass Components for an Interlocking, Dry-assembled Transparent Bridge
- 2017Engineering the bundled glass column: From the design concept to full-scale experimental testing
- 2016Developing the bundled glass columncitations
- 2016Improving the engineering strength of heat strengthened glass
Places of action
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article
Engineering the bundled glass column: From the design concept to full-scale experimental testing
Abstract
This article gives an overview of the research conducted by the authors from the design concept to the engineering and full-scale testing of the bundled glass column. Consisting of adhesively bonded solid glass rods, the bundled column is a promising solution for transparent compressive members. To investigate the feasibility of the bundled column for real applications, a production method is developed first for manufacturing specimens with guaranteed, consistent structural and visual performance. The final column consists of six solid circular rods adhesively bonded to a central star-shaped profile by a clear, UV-curing adhesive. To validate the design, series of prototypes up to 2.4 m long are made and tested in compression. With the aim of securing a more gradual and thus safer failure, a post-tensioned steel tendon is introduced to one of the 2.4 m long series and experimentally evaluated. The results demonstrate that the chosen adhesive and rod configuration enable the designed column to perform monolithically under loading and fail in values close to the theoretical buckling force. The results of the post-tensioned specimens suggest that post-tensioning allows for a more ductile and more consistent failure, which in turn can allow reduced safety factors. Based on the findings, suggestions are made for the further engineering of the bundled column.