| People | Locations | Statistics |
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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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Louter, Christian
Delft University of Technology
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (27/27 displayed)
- 2023Reuse of glass bottles for structural columns
- 2023Prototyping of digitally manufactured thin glass composite façade panels
- 2022The clamp bendercitations
- 2021Flexural behaviour of post-tensioned glass beamscitations
- 2021Thin glass in façades: Adhesive joints for thin glass composite panels with 3D printed polymer cores
- 2020Enhancing the design bending strength of new and aged glass with a functional coatingcitations
- 2020Ultra Thin Composite Panel – An Exploratory Study on the Durability and Stiffness of a Composite Panel of Thin Glass and 3D printed Recycled PETcitations
- 2020Thin glass composite panels: Investigation of the adhesive joint between 3D printed polymer core and glass
- 2019Architectural Glasscitations
- 2018Adaptive and composite thin glass concepts for architectural applications
- 2018Exploring Thin Glass Strength Test Methodologiescitations
- 2018Experimental analysis on the glass-interlayer system in glass masonry archescitations
- 2018A novel triaxial failure model for adhesive connections in structural glass applicationscitations
- 2017Laminated connections under tensile load at different temperatures and strain ratescitations
- 2016Laminated connections for structural glass applications under shear loading at different temperatures and strain ratescitations
- 2016The mechanical behaviour of SentryGlas® ionomer and TSSA silicon bulk materials at different temperatures and strain rates under uniaxial tensile stress statecitations
- 2015Comparative Study of Post-tensioned Glass Beams with Bonded Tendons
- 2015Post-Tensioned Structural Glass Beams - Comparative Experimental Study
- 2014Exploratory numerical analysis of SG-laminated reinforced glass beam experimentscitations
- 2014Equivalent Design Crack Model for Structural Glass Elements
- 2014The mechanical behavior of sentryglas® and TSSA laminated polymers in cured and uncured state in uniaxial tensile testcitations
- 2013Ratio of mirror zone depth to flaw depth after failure of glass beams
- 2013Stress-corrosion failure mechanisms in soda-lime silica glasscitations
- 2013Numerical analyses of the effect of SG-interlayer shear stiffness on the structural performance of reinforced glass beams
- 2013Stress corrosion parameters for glass with different edge finishing
- 2013Thermal breakage of glass
- 2010Structural Glass Beams with Embedded Glass Fibre Reinforcement
Places of action
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document
Numerical analyses of the effect of SG-interlayer shear stiffness on the structural performance of reinforced glass beams
Abstract
This paper focuses on the numerical modelling of SentryGlas-laminated reinforced glass beams. In these beams, which have been experimentally investigated in preceding research, a stainless steel reinforcement section is laminated at the inner recessed edge of a triple-layer glass beam by means of SentryGlas (SG) interlayer sheets. The current contribution numerically investigates the effect of the SG-interlayer shear stiffness on the overall structural response of the beams. This is done by means of a 3D finite element model in which the individual glass layers, the SG-interlayers and the reinforcement are incorporated. In the model, the glass parts are allowed to crack, but all other parts are assumed linear elastic throughout the analyses. By changing the shear modulus of the SG-interlayer in multiple analyses, its contribution to the overall structural performance of the beams – especially at the post-breakage stage –is investigated. From the results of the analyses it is observed that the residual load-bearing capacity, i.e. the load-bearing capacity after glass fracture, increases with an increasing shear modulus of the SG-interlayer. Furthermore, the load-displacement response from the numerical model is predicting experimental observations very well. However, the crack pattern resulting from the numerical model is not matching the experimental observations. Further studies are thus needed to fully understand the mechanisms involved in the structural behaviour of SGlaminated reinforced glass beams.