prof. dr. ir. Wouter De Corte
- ORCID iD
- 0000-0002-9416-3593
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Investigation of the structural performance of continuous adhesive glass-metal connections using structural silicone and hybrid polymer adhesives
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Propelling the widespread adoption of large-scale 3D printing
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Fracture process zone development and length assessment under the mixed-mode I/II load analysed by digital image correlation technique
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On the localisation of the FPZ under a pure mode II load identified by a hybrid method
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- Conference Paper
- C3
- open access
Can hollow core slabs fail during the cooling phase of a fire? Numerical investigation of the burnout resistance of prestressed concrete hollow core slabs
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- Journal Article
- A1
- open access
Experimental investigation of the loading rate effect and the sustained load effect in the concrete cone capacity of cast-in anchors
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Thermoelastic topology optimization of structural components at elevated temperatures considering transient heat conduction
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- Conference Paper
- C1
- open access
Quantification of the effect of corrosion on the compressive membrane action in restrained hollow core slabs
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- Journal Article
- A2
- open access
Modal parameter identification and comfort assessment of GFRP lightweight footbridges in relation to human–structure interaction
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- Journal Article
- A1
- open access
Fire resistance and associated failure modes of axially restrained hollow core slabs
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Density-based topology optimization of structural components considering temperature-dependent thermal and mechanical material properties
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Assessment of influential parameters in topology optimization of thermo-mechanically loaded concrete structures
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- Journal Article
- A1
- open access
Compliance-based topology optimization of structural components subjected to thermo-mechanical loading
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- Journal Article
- A1
- open access
Capacity and failure modes of restrained hollow core slabs taking into account compressive membrane action
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- Journal Article
- A1
- open access
Extending 3D concrete printing to hard rock tunnel linings : adhesion of fresh cementitious materials for different surface inclinations
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Flexural ductility of reinforced and prestressed concrete beams with maximum reinforcement ratios
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Distortion-induced fatigue behavior of vertical stiffener web gaps in steel girder bridges
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Investigation of the pressure distributions around quasi-rectangular shield tunnels in soft soils with a shallow overburden : a field study
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A comparative investigation between the beam spring method and the modified routine method in special-section shield tunnels : a case study for quasi-rectangular tunnels
(2022) INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS. 46(9). p.1754-1781 -
A comparison of the mechanical properties of curved box girders with corrugated steel webs to curved box girders with concrete webs
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- Journal Article
- A1
- open access
FRP bridges in the Flanders region : experiences from the C-bridge project
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- Conference Paper
- C3
- open access
Topology optimization of building structures in fire
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Failure modes of hollow core slabs taking into account compressive membrane action
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- Conference Paper
- C1
- open access
Structural reliability of hollow core slabs considering compressive membrane action
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The production of a topology-optimized 3D-printed concrete bridge
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- Conference Paper
- C1
- open access
Different approaches for topology optimization of building structures subjected to thermo-mechanical loads due to fire
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- Journal Article
- A1
- open access
Compressive membrane action in axially restrained hollow core slabs : experimental investigation
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Influence of the stacking angle on the strength and stiffness properties of tiled laminates for civil applications : a DIC based approach
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FRP bridges in the Flanders region : experiences from the C-bridge project
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- Journal Article
- A1
- open access
Adhesion properties of printable polymer-modified concrete for rock tunnel linings
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- Conference Paper
- C1
- open access
Strategies for numerical simulation of 3D concrete printing : voxel-based versus extrusion-based meshing
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Comparison of steel strength retention models for fire exposed concrete slabs
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- Conference Paper
- C1
- open access
Load bearing capacity of prestressed concrete hollow core slabs taking into account tensile membrane action
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Optimization study on the rotation-resistance performance of longitudinal joints in quasi-rectangular segmental tunnel linings
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- Journal Article
- A1
- open access
Influence of SLS design requirements on the material consumption and self-weight of web-core sandwich panel FRP composite footbridges
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- Journal Article
- A1
- open access
Measured dynamic properties of web-core sandwich panel FRP composite footbridges and their relation to pedestrian comfort analysis
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- Journal Article
- A1
- open access
Optimization study on longitudinal joints in quasi-rectangular shield tunnels
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A parametric modelling strategy for the numerical simulation of 3D concrete printing with complex geometries
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VoxelPrint : a grasshopper plug-in for voxel-based numerical simulation of concrete printing
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- Journal Article
- A1
- open access
Burnout resistance of concrete slabs : probabilistic assessment and global resistance factor calibration
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- Conference Paper
- C1
- open access
FEM modelling techniques for simulation of 3D concrete printing
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Influence of rotational stiffness modeling on the joint behavior of quasi-rectangular shield tunnel linings
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- Journal Article
- A1
- open access
Design of anchorage zones of pretensioned concrete girders : a comparison of nonlinear 3D FEM results with measurements on a full scale beam
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- Conference Paper
- C1
- open access
Global Resistance Factor for the burnout resistance of concrete slabs exposed to parametric fires
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- Conference Paper
- C1
- open access
Additional load bearing capacity of prestressed hollow core slabs due to membrane action
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- Conference Paper
- C3
- open access
3D-printed concrete bridge designed by topology optimization
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Design optimization for 3D concrete printing : improving structural and thermal performances
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Calibration of hyperelastic material models for structural silicone and hybrid polymer adhesives for the application of bonded glass
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- Conference Paper
- C1
- open access
DIC measurement of the full strain field in a tiled laminate to determine local and global stiffness properties
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3D printing of a post-tensioned concrete girder designed by topology optimization
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A comparison of the fracture behaviour of various concrete grades under mixed mode I/II loading
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Modifications to the global and interactive shear buckling analysis methods of trapezoidal corrugated steel webs for bridges
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- Journal Article
- A1
- open access
Shear strength of trapezoidal corrugated steel webs for horizontally curved girder bridges
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The structural behavior of tiled laminate GFRP composites, a class of robust materials for civil applications
(2019) 20th Congress of IABSE 2019 : The Evolving Metropolis. In IABSE Symposium Report 114. p.885-890 -
Notch tip displacements of the concrete Brazilian disc test with central notch analysed by the concrete damaged plasticity model
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Comparison of fire resistance and burnout resistance of simply supported reinforced concrete slabs exposed to parametric fires
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Density-based topology optimization for 3D-printable building structures
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Determining a global resistance factor for simply supported fire exposed RC slabs
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Investigation of the rotational stiffness of longitudinal joints in quasi-rectangular segmental tunnel linings
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Multi-material topology optimization involving simultaneous structural and thermal analyses
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Compliance, stress-based and multi-physics topology optimization for 3D-printed concrete structures
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Non-linear 3D finite element analysis of the anchorage zones of pretensioned concrete girders and experimental verification
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- Conference Paper
- C1
- open access
Elastic properties and failure behavior of tiled laminate composites
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- Conference Paper
- C1
- open access
Multi-physics topology optimization for 3D-printed structures
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Racking behavior of steel frames braced with circumferentially bonded glass beams
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Racking stiffness and strength of cold-formed steel frames braced with adhesively bonded glass panels
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Comparative material-based life cycle analysis of structural beam-floor systems
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Mechanical properties of continuous adhesive glass-steel connections under monotonic and cyclic loading
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Buckling design of axially compressed steel silos on discrete supports : comparison between FE-calculated buckling strengths and Eurocode interaction curves
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- Journal Article
- A2
- open access
Fatigue crack behaviour : comparing three-point bend test and wedge splitting test data on vibrated concrete using Paris' law
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- Journal Article
- A2
- open access
Generalised fracture mechanics approach to the interfacial failure analysis of a bonded steel-concrete joint
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The influence of convoy loading on the optimized topology of railway bridges
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Structural behaviour and robustness assessment of an infracore® inside bridge deck specimen subjected to static and dynamic local loading
(2017) -
- Conference Paper
- C1
- open access
New insights into the anchorage zones of precast pretensioned concrete girders
(2017) -
- Conference Paper
- C3
- open access
Material interpolation schemes in topology optimization problems involving coupled structural and thermal optimization
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Design of cellular materials and meso-structures with improved structural and thermal performances.
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- Conference Paper
- C1
- open access
Nonlinear analysis of the end zones of prestressed concrete girders
(2017) -
- Conference Paper
- C3
- open access
PRODUCTION AND EVALUATION OF COMPOSITES CONSISTING OF WOVEN FABRICS WITH INTEGRATED PRISMATIC SHAPED CAVITIES
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- Conference Paper
- P1
- open access
Use of life cycle assessments in the construction sector : critical review
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- Conference Paper
- P1
- open access
Self-compacting concrete, protecting steel reinforcement under cyclic load : evaluation of fatigue crack behavior
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Bending fatigue of reinforced self-compacting concrete beams
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Fatigue assessment of a lightweight steel-concrete bridge deck concept
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Elasto-plastic failure of locally supported silos with U-shaped longitudinal Stiffeners
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Imperfection sensitivity of locally supported cylindrical silos subjected to uniform axial compression
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Durability of adhesive glass-metal connections for structural applications
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- Conference Paper
- C1
- open access
Verification of the bursting and spalling formulas in the FIB model code by finite element analyses of anchorage zones of pretensioned girders
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- Conference Paper
- C1
- open access
Numerical and experimental analysis of the transfer length and its influence on the anchorage zone design of pretensioned concrete members
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- Conference Paper
- C1
- open access
Structural and thermal performances of topological optimized masonry blocks
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Durability of linear adhesive cold-formed steel-glas connections
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A plant based LCA of high-strength prestressed concrete elements and the assessment of a practical ecological variant
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Material properties of a structural silicone for linear adhesive glass-metal connections
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Application of digital image correlation in linear structural adhesive glass-metal connection testing
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Potential of existing prefabricated components for sustainable renovation of buildings
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Comparison of FE-calculated buckling strengths of locally supported steel silos to relevant Eurocode interaction curves
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Optimal stiffening configuration for locally supported cylindrical silos: engaged columns
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Green concrete: optimization of high-strength concrete based on LCA
(2015) Durability and Sustainability of Concrete Structures, Workshop Proceedings. SP-305. p.357-366 -
Review of FE-based fatigue evaluation methods for the rib to floorbeam welds in orthotropic bridge decks
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Experimental validation of a numerical model for locally supported steel silos
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Translational stiffness of adhesive connections between cold-formed steel members and glass panels
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Elastic failure of locally supported silos with U-shaped longitudinal stiffeners
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- Journal Article
- A2
- open access
Comparative study on the fatigue behaviour of SCC and VC
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Lateral stiffness of cold-formed steel shear wall panels braced with glass panes: a numerical study
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Behaviour of fatigue loaded self-compacting concrete compared to vibrated concrete
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Rotational stiffness of linear adhesive connections between cold-formed steel members and glass panels
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- Conference Paper
- C1
- open access
Comparative study on the fatigue behaviour of SCC and VC
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- Conference Paper
- C1
- open access
Experimental investigation of concrete fatigue resistance
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Positional footprint characterisation of truck tyres on flexible orthotropic steel bridge decks
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Static and fatigue fracture mechanics properties of self-compacting concrete using three-point bending tests and wedge splitting tests
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- Conference Paper
- P1
- open access
Vibrated concrete vs. self-compacting concrete: comparison of fracture mechanics properties
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Selecting a suitable specimen shape with low constraint value for determination of fracture parameters of cementitious composites
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Fracture toughness and cracking behaviour of SCC compared to VC
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Plastic failure of locally supported Silos with U-shaped longitudinal stiffeners
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Influence of finite element modeling choices in the assessment of stress concentrations at fatigue prone locations in orthotropic bridge decks
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Column-supported silos: elasto-plastic failure
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Effectiveness of spirally shaped stirrups in reinforced concrete beams
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Experimental study of the influence of the initial notch length in cubical concrete wedge-splitting test specimens
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Experimental and numerical study of a lightweight steel-concrete bridge deck concept
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Fracture behaviour of self-compacting concrete compared to vibrated concrete
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Structural behaviour of powder-type self-compacting concrete: bond performance and shear capacity
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Fatigue resistance of dynamically loaded self-compacting concrete
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Fatigue behaviour of self-compacting concrete
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Renovation techniques for rib to deckplate fatigue cracking in orthotropic bridge decks
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A review of alternatives for orthotropic bridge deck panels
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Orthotropic bridge decks: experiments and analysis
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Locally supported cylinders with rigid stiffeners: elasto-plastic failure
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Fatigue properties of dynamically loaded self-compacting concrete
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Betongerelateerde onderzoeksthema's in de Vakgroep Bouwkunde: Departement INWE aan de Hogeschool Gent
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Ultimate load capacity of commercially available bridge deck panels
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Reinforced self-compacting concrete beams subject to static and dynamic loads
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Experimental investigation of shear bond strength between steel and self-compacting concrete
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Plastic collapse of steel water towers
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Vergelijking ontwerp- en as built-geometrie: voor zorgeloze inzet van 3D-laserscanning is het is nog te vroeg
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Voor zorgeloze inzet van 3D-laserscanning is het nog te vroeg
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Betononderzoek aan de Hogeschool Gent, Departement INWE, Vakgroep Bouwkundige Constructies
(2009) BOUWKRONIEK. -
Parametric study of floorbeam cutouts for orthotropic bridge decks to determine shape factors
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An evaluation of the deteriorating effect of wide base tires on the Belgian pavement design method
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Wandering: a more positive effect when considering wide base single tires
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Sealed tuned liquid column dampers: a cost effective solution for vibration damping of large arch hangers
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A study on extradosed bridges for road and railway traffic
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An evaluation of the use of fracture mechanics techniques for the design of orthotropic decks
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Modifications to the analytical modelling of orthotropic bridge decks, verified by FEA and field measurements
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Experimental verification of lateral buckling of steel tied arch bridge
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Dynamic Behaviour of an ballasted Track supported by a Concret Slab or Asphalt Interlayers on an unstable Underground
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Effectiveness of non-continuous longitudinal stiffening of thin-walled steel Panels and Box Girders
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The use of continuous high-frequency strain gauge measurements for the assessment of the role of ballast in stress reduction on steel railway bridge decks
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The effect of shear deformations in floorbeams on the moment distribution in orthotropic plated bridge decks
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The effect of rib distortion at the rib ro floorbeam joint on the fatigue behaviour of orthotropic plated decks
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The importance of rib distortion at the rib to floorbeam joint of orthotropic plated decks
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The Control of Wind induced Vibrations of Tied Arch Hangers by Tuned Liquid Column Dampers
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The effect of Rib Distorsion at the Rib to Floorbeam Joint on the Fatigue Behaviour of Orthotropic Plated Decks
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Effectiveness of post-tensioned roof beams and thrust force compensation applied to an underground structure
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Two alternatives for a railway viaduct in a densely populated area
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A novel design concept incorporating socio-economical needs
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Integration of existing sewers and drainage in new urban structures
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Evaluation of an experimental CFRP pre-stressed beam and slab road bridge
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Experimental Approach to Lateral Buckling of Steel Tied Arch Bridges
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Integration of Existing Sewers and Drainage in new Urban Structures
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Roller Compacted Concrete
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Two Alternatives for a Railway Viaduct in Densily Populated Area
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Efficiency of closed stiffener orthotropic deck panels for railway bridges
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Modifications to the analytical modelling of orthtropic bridge decks verified by FEA and field measurements
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A Novel Design Concept Incorporating Socio-economical Needs
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Field Testing of Dispersion Layers to reduce Fatigue Damage in Orthotropic Steel Bridge Decks
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Alternatives for surfacing on bridges with orthotropic plated deck from a fatigue point of view
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Slender steel arches with particular hanger arrangement for modernising concrete bridges
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Static and continuous strain measuring on steel tied arch bridge crossed by lorries and freight trains
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Roller compacted concrete
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Steel tied arch bridges with fan hanger arrangement
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Efficiency of non-continuous logitudinal stiffening of thin-walled steel panels
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Verification of local and global bridge action of a tied arch railway bridge with orthotropic deck during consecutive test phases
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Orthotropic plated bridge deck analysis: a road-railway comparison
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Fatigue strength verification of steel orthotropic plated bridge deck for railway bridges
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Fatigue assessment of orthotropic bridge decks through high frequency strain gauge measurements
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Assessment of fatigue strength of steel orthotropic plated bridge decks from continuous measured stress spectra
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The use of dispersion layers to reduce the fatigue damage in orthotropic steel bridge decks
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Force variations and slackness in tied arch bridges with crossing hangers
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The use of dispersion layers to reduce the fatigue damage in orthotropic steel bridge decks
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Pretensioned carbon fiber wires for a road bridge, experiences in Belgium
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Fatigue of orthotropic plated bridge decks subject to various traffic load types
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Assessment of fatigue strength of steel orthotropic plated bridge decks from continuous measured stress spectra
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An improved detail category for trapezoidal stiffener to deckplate welds, based on full scale stress data and fatigue tests
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Precast HPC post-tensioned alternatives for a railway crossing viaduct
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Structural optimum panel length of concrete track slab in tunnels
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Strain gauge measurement as a tool for assessment of post-tensioning in building structures below a historic brickwork vaulted arch
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A case study on strain gauge measurements on large post-tensioned concrete beams of a railway support structure
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Pavement design considerations for container terminal areas: A case study.
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Ultra-thin whitetoppings: a 2-D finite element approach.
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Ultra-thin whitetoppings: a 2-D finite element parametric study
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Ultra-thin whitetoppings.
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Het bepalen van het rendement van voorspanning in ondergrondse bouwwerken door spanningsmetingen
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Fatigue assessment of orthotropic bridge crossbeams: a combined framework - F.E. approach.
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Bituminous pavements: developments and expertises in Belgium.
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Non-continuous longitudinal stiffening of compressed flanges in steel structural members
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Design considerations on ultra-thin whitetoppings
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Stiffener soffit stress distribution in ballasted orthotropic steel railway bridge decks
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Assessment of cross beam fatigue in orthotropic plated bridge decks by measurement - Complying influence lines
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Pavement management systems through Europe: similarities and differences
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Versterken van wegdekken met zeer dunne betonlaag. Cement 6, 2001, 88-92.