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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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Stang, Henrik
Technical University of Denmark
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (70/70 displayed)
- 2024On the Sensitivity of Stress Intensity Factors to Modelling Choices for Steel K Joints
- 2024On the Sensitivity of Stress Intensity Factors to Modelling Choices for Steel K Joints
- 2023Hybrid fatigue crack propagation analysis using damage and fracture mechanics methods
- 2023Design of a composite sub-structural beam specimen for investigating tunneling cracks under cyclic loadingcitations
- 2022A multi-species reactive transport model based on ion-solid phase interaction for saturated cement-based materialscitations
- 2022Cascade Control System Using Feedback From Real-time Digital Image Point Trackingcitations
- 2021Flexural behavior of hybrid fibre-reinforced geopolymer composites (FRGC)-jacketed RC beamscitations
- 2021Numerical simulation of multi-layer 3D concrete printingcitations
- 2021Numerical simulation of multi-layer 3D concrete printingcitations
- 2019Coupled mass transport, chemical, and mechanical modelling in cementitious materials: A dual-lattice approach
- 2019Coupled mass transport, chemical, and mechanical modelling in cementitious materials: A dual-lattice approach
- 2019Hybrid fibre-reinforced geopolymer (HFRG) composites as an emerging material in retrofitting aging and seismically-deficient concrete and masonry structurescitations
- 2019Hybrid fibre-reinforced geopolymer (HFRG) composites as an emerging material in retrofitting aging and seismically-deficient concrete and masonry structurescitations
- 2017Coupled hygrothermal, electrochemical, and mechanical modelling for deterioration prediction in reinforced cementitious materials
- 2016Probabilistic Design and Management of Sustainable Concrete Infrastructure Using Multi-Physics Service Life Models
- 2016Multi-physical and multi-scale deterioration modelling of re-inforced concrete: modelling corrosion-induced concrete damage
- 2016Propagation of steel corrosion in concrete: Experimental and numerical investigationscitations
- 2015Multi-physical and multi-scale deterioration modelling of reinforced concrete part II: Coupling corrosion and damage at the structural scale
- 2015Experimental investigations of sandwich panels using high performance concrete thin plates exposed to firecitations
- 2015Application of microstructurally-designed mortars for studying early-age propertiescitations
- 2015Experimental and Numerical Investigation of the FRP Shear Mechanism for Concrete Sandwich Panelscitations
- 2015Sandwich panels with high performance concrete thin plates at elevated temperaturescitations
- 2015Multi-physics and multi-scale deterioration modelling of reinforced concrete part I: Coupling transport and corrosion at the material scale
- 2015Cost optimization of load carrying thin-walled precast high performance concrete sandwich panelscitations
- 2015Application of microstructurally-designed mortars for studying early-age properties:Microstructure and mechanical propertiescitations
- 2015Sandwich panels with high performance concrete thin plates at elevated temperatures:numerical studiescitations
- 2015Experimental Studies on the Fire Behaviour of High Performance Concrete Thin Platescitations
- 2015Influence of Basalt FRP Mesh Reinforcement on High-Performance Concrete Thin Plates at High Temperaturescitations
- 2014Penetration of corrosion products and corrosion-induced cracking in reinforced cementitious materialscitations
- 2014Penetration of corrosion products and corrosion-induced cracking in reinforced cementitious materials: Experimental investigations and numerical simulationscitations
- 2014Optimization process for thin-walled high performance concrete sandwich panels
- 2014Strain and displacement controls by fibre bragg grating and digital image correlationcitations
- 2013Structural performance of new thin-walled concrete sandwich panel system reinforced with bfrp shear connectors
- 2013Optimization process for thin-walled High Performance Concrete sandwich panels
- 2013A model for spalling of HPC thin plates exposed to firecitations
- 2013Fire performance of basalt FRP mesh reinforced HPC thin plates
- 2012Embedded adhesive connection for laminated glass platescitations
- 2012Embedded adhesive connection for laminated glass platescitations
- 2012Fibre reinforced self-compacting concrete flow simulations in comparison with l-box experiments using carbopol
- 2012Fibre reinforced self-compacting concrete flow simulations in comparison with l-box experiments using carbopol
- 2012Estimation of elastic modulus of reinforcement corrosion products using inverse analysis of digital image correlation measurements for input in corrosion-induced cracking model
- 2012Numerisk modellering af formfyldning ved støbning i selvkompakterende beton
- 2011Modeling moisture ingress through simplified concrete crack geometries
- 2011The design of an instrumented rebar for assessment of corrosion in cracked reinforced concretecitations
- 2011Monitoring reinforcement corrosion and corrosion-induced cracking using non-destructive x-ray attenuation measurementscitations
- 2011Monitoring reinforcement corrosion and corrosion-induced cracking using non-destructive x-ray attenuation measurementscitations
- 2011Flow simulation of fiber reinforced self compacting concrete using Lattice Boltzmann method
- 2011Flow simulation of fiber reinforced self compacting concrete using Lattice Boltzmann method
- 2010Finite Element Implementation of a Glass Tempering Model in Three Dimensionscitations
- 2010Finite Element Implementation of a Glass Tempering Model in Three Dimensionscitations
- 2009The Fracture Process of Tempered Soda-Lime-Silica Glasscitations
- 2009Modelling the influence of steel fibres on the electrical resistivity of cementitious composites
- 2008Buckling-driven delamination growth in composite laminates: Guidelines for assessing the threat posed by interlaminar matrix delaminationcitations
- 2008Full Scale Test of a SSP 34m boxgirder 2:Data report
- 2008In-plane shear test of fibre reinforced concrete panels
- 2008Full Scale Test of a SSP 34m boxgirder 2
- 2007The Wedge Splitting Test: Influence of Aggregate Size and Water-to-Cement Ratio
- 2007An implementation of 3D viscoelatic behavior for glass during toughening
- 2007An implementation of 3D viscoelatic behavior for glass during toughening
- 2007On the application of cohesive crack modeling in cementitious materialscitations
- 2007On the application of cohesive crack modeling in cementitious materialscitations
- 2006Modeling of ECC materials using numerical formulations based on plasticity
- 2006Photogrammetric Assessment of Flexure Induced Cracking of Reinforced Concrete Beams under Service Loads
- 2006Nonlinear Fracture Mechanics and Plasticity of the Split Cylinder Testcitations
- 2006Nonlinear Fracture Mechanics and Plasticity of the Split Cylinder Testcitations
- 2006Simulation of strain-hardening in ECC uniaxial test specimen by use of a damage mechanics formulation
- 2006Condition For Strain-Hardening In Ecc Uniaxial Test Specimen
- 2004Early age stress-crack opening relationships for high performance concretecitations
- 2004Axi-Symmetric Simulation of the Slump Flow Test for Self-Compacting
- 2002Three-dimensional finite element modelling of the uniaxial tension test
Places of action
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article
Embedded adhesive connection for laminated glass plates
Abstract
The structural behavior of a new connection design, the embedded adhesive connection, used for laminated glass plates is investigated. The connection consists of an aluminum plate encapsulated in-between two adjacent triple layered laminated glass plates. Fastening between glass and aluminum is ensured using a structural adhesive. At first, the elastic and viscoelastic material properties of the adhesive are identified where the influence of load-rate and failure properties are also examined. Through an inverse analysis using the finite element method, the experimental observations are replicated to identify a material model of the adhesive. The material model consists of an elastic and linear viscoelastic formulation suitable for a numerical implementation of the material. Based on two relevant load cases, out-of-plane bending and in-plane shear, the connection performance is investigated both for short and long-term durations. Using the finite element method, the connection experiments are replicated, which enables a parametric variation of the connection geometry. The numerical tool developed can be used to evaluate the connection behavior for different configurations and further usage in a design situation. The embedded connection shows promising potential as a future fastening system for load-carrying laminated glass plates.