ereprof. dr. ir. Philippe Van Bogaert
work address
Technologiepark Zwijnaarde 904
9052 Zwijnaarde
9052 Zwijnaarde
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- 2016
- Monitoring the structural Response of the Liefkenshoek Rail Tunnel to Tidal Level Fluctuations
- Reinstallation of tramways accross a 100 year portal frame bridge
- Refurbishment of masonry arch bridge due to insufficient load capacity
- Fatigue strenght application of fracture mechanics to orthotropic steel decks
- Experiences with orthotropic plated bridge decks for high speeds
- 2015
- Refurbishment of the masonry arch on Merxem street bridge
- Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique
- Bridges that may have collapsed according to Codes
- Quantification of installation inaccuracies and their effect on the design of segmental tunnel linings
- Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique
- Refurbishment of the masonry arch on Merxem street bridge
- Framed or triangular brace arrangements in tubular arches
- Framed or triangular brace arrangements in tubular arches
- Quantification of installation inaccuracies and their effect on the design of segmental tunnel linings
- Frost damage and restoration of limestone domes and spheres heritage buildings
- LEFM based fatigue design for welded connections in orthotropic steel bridge decks
- 2014
- Strain gauge measurements to support research of steel structures
- Influence of temperature effects in steel box girders
- Shear strength of hexagonal section members of portal frame steel bridge
- The effect of residual stresses in fillet welds on the fatigue behavior: a LEFM approach
- Assessment of the tidal influences on tunnels based on different monitoring techniques: laser scanning, levelling and strain gauges
- Refurbishment of the masonry arch railway bridge Merxem Street
- Methodology for the ovalization monitoring of newly built circular train tunnels based on laser scanning: Liefkenshoek Rail Link (Belgium)
- Monitoring of movable steel truss bridges
- Design and construction of a two-hinged steel arch bridge alongside historic brickwork vaults
- Limiting slenderness values of smaller concrete tied arch bridges
- Influence of temperature effects in steel box girders
- Monitoring of railway viaducts and bridges
- Determining geometric out-of-plane imperfections in steel tied-arch bridges using strain measurements
- Determining the SCFs of tubular bridge joints with an alternative method
- Monitoring of railway viaducts and bridges
- Refurbishment of the masonry arch railway bridge Merxem Street
- Monitoring of movable steel truss bridges
- Influence of temperature effects in steel box girders
- Effect of residual stress on the shear buckling strength of curved web bridge girder panels
- Buckling strength of curved bridge girder web panels, including residual stress
- Shear strength of hexagonal section members of portal frame steel bridge
- Influence of temperature effects in steel box girders
- Design considerations of segmental tunnel linings in assembly stage
- Load-carrying capacity of unbraced historic concrete tied-arch bridges
- Investigation of uplift impact forces on a vertical wall with an overhanging horizontal cantilever slab
- Buckling design of steel tied-arch bridges
- Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks
- Limiting slenderness values of smaller concrete tied arch bridges
- Buckling strength of curved bridge girder web panels, including residual stress
- Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks
- Design considerations of segmental tunnel linings in assembly stage
- Effect of residual stress on the shear buckling strength of curved web bridge girder panels
- Terrestrial laser scanning as a key element in the integrated monitoring of tidal influences on a twin-tube concrete tunnel
- 2013
- Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link
- Torsion clamping by prestressing bars of an arch bridge in concrete abutment
- Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link
- Monitoring during refurbishment of port infrastructure
- Structural response due to violent wave impacts on a vertical structure with a cantilevering slab
- Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
- Monitoring during construction projects of movable bridges and harbour locks
- Strain gauge measurements of the precast concrete lining of a shield-driven tunnel
- Comparing two types of fatigue and tsunami resisting medium span bridges
- Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge
- Experimental study of pressure distributions due to the breaking wave impacts
- Influence of wearing courses on fatigue life of orthotropic bridge decks
- Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley
- New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge
- Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
- Structural monitoring of the Iris railway viaduct in Belgium
- Torsion clamping by prestressing bars of an arch bridge in concrete abutment
- Fatigue life assessment of orthotropic bridge decks based on fracture mechanics
- Monitoring during refurbishment of Port Infrastructure
- Hot-spot stress determination of tubular arch bridge joints using strain gauges
- Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks
- Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels
- Verification of the performance of the precast concrete lining in the Diabolo Tunnel and Liefkenshoek rail tunnel
- New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge
- Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks
- Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
- Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening
- Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening
- Verification of the performance of the precast concrete lining in the Diabolo Tunnel and Liefkenshoek rail tunnel
- Structural monitoring of the Iris railway viaduct in Belgium
- Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels
- Buckling resistance with combined shear of steel curved bridge girder webs
- Structural response due to violent wave impacts on a vertical structure with a cantilevering slab
- Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley
- Weld penetration in orthotropic steel bridges
- 2012
- Load-carrying capacity and refurbishment of a historic VC vierendeel bridge
- Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge
- Monitoring infrastructure during construction and refurbishment projects
- An integral bridge concept in avoiding railway expansion joints
- Inspection and evaluation of steel bridges from a high-speed railway network
- Buckling resistance of steel curved bridge girder webs
- Crack propagation in a stiffener-to-deckplate connection of an orthotropic steel bridge deck
- Description of loading conditions due to violent wave impacts on a vertical structure with an overhanging horizontal cantilever slab
- Diabolo railway link underneath Brussels Airport: a successful challange
- The influence of connections in concrete bridge superstructures made continuous using a high degree of precasted elements
- The influence of slender pier structures of two railway viaducts on the bridge dynamics
- An integral bridge concept in avoiding railway expansion joints
- Strain stabilization during construction of the Liefkenshoek rail tunnel
- Decreasing the hot spot stresses of welded tubular bridge nodes by diaphragm stiffening
- Monitoring infrastructure during construction and refurbishment projects
- Evolution with time of vertical train car accelerations on bridges and viaducts