ereprof. dr. ir. Philippe Van Bogaert
work address
Krijgslaan 281, S30
9000 Gent
9000 Gent
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- 2018
- Experimental verification of buckling of curved web close steel section (
- Experimental verification of buckling of curved web close steel section (
- 2017
- Edge clamping effect on the fatigue resistance of an orthotropic steel bridge deck (
- Asymmetrical cross sections in historic riveted bridges (
- Development of a fatigue experiment for the stiffener-to-deck plate connection in Orthotropic Steel Decks (
- Impact of tidal level fluctuations on the structural behaviour of a segmental tunnel lining (
- Condition and future use of early age steel bridges in a historic city (
- Influence of arch bridge skewness (
- Frost damage and restoration of limestone domes and spheres in a heritage building (
- Measuring residual stresses in orthotropic steel Decks using the incremental hole-drilling technique (
- La gare centrale d'anvers, une cathédrale ferroviare pour une renaissance urbaine (
- Concrete arch stability by the nominal stiffness method (
- Concrete arch stability by the nominal stiffness method (
- Determining the critical slenderness of concrete arch bridges by the nominal stiffness method (
- Refurbishment of a heritage concrete tied arch bridge across river Lys (
- 2016
- Monitoring the structural response of the Liefkenshoek rail tunnel to tidal level fluctuations (
- Assessment of the residual stress distribution of a welded stiffener-to-deck plate connection of an orthotropic steel deck using hole-drilling (
- 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 (
- Assessment and repair of a historic brickwork covering of river Scheldt (
- Experiences with orthotropic plated bridge decks for high speeds (
- Laser scanning for precise ovalization measurements : standard deviations and smoothing levels (
- Load-carrying capacity of two 110 year old steel portal frame bridges (
- 2015
- Bridges that may have collapsed according to Codes (
- 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 (
- Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique (
- Quantification of installation inaccuracies and their effect on the design of segmental tunnel linings (
- Refurbishment of the masonry arch on Merxem street bridge (
- 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 (
- Framed or triangular brace arrangements in tubular arches (
- Framed or triangular brace arrangements in tubular arches (
- LEFM based fatigue design for welded connections in orthotropic steel bridge decks (
- 2014
- Strain gauge measurements to support research of steel structures (
- Methodology for the ovalization monitoring of newly built circular train tunnels based on laser scanning: Liefkenshoek Rail Link (Belgium) (
- Influence of temperature effects in steel box girders (
- Assessment of the tidal influences on tunnels based on different monitoring techniques: laser scanning, levelling and strain gauges (
- The effect of residual stresses in fillet welds on the fatigue behavior: a LEFM approach (
- Refurbishment of the masonry arch railway bridge Merxem Street (
- Shear strength of hexagonal section members of portal frame steel bridge (
- Limiting slenderness values of smaller concrete tied arch bridges (
- Influence of temperature effects in steel box girders (
- Determining geometric out-of-plane imperfections in steel tied-arch bridges using strain measurements (
- Monitoring of railway viaducts and bridges (
- Determining the SCFs of tubular bridge joints with an alternative method (
- Design and construction of a two-hinged steel arch bridge alongside historic brickwork vaults (
- Monitoring of movable steel truss bridges (
- Refurbishment of the masonry arch railway bridge Merxem Street (
- Shear strength of hexagonal section members of portal frame steel bridge (
- Buckling strength of curved bridge girder web panels, including residual stress (
- Effect of residual stress on the shear buckling strength of curved web bridge girder panels (
- Investigation of uplift impact forces on a vertical wall with an overhanging horizontal cantilever slab (
- Monitoring of movable steel truss bridges (
- Monitoring of railway viaducts and bridges (
- Buckling design of steel tied-arch bridges (
- Influence of temperature effects in steel box girders (
- Influence of temperature effects in steel box girders (
- Load-carrying capacity of unbraced historic concrete tied-arch bridges (
- Design considerations of segmental tunnel linings in assembly stage (
- Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks (
- Buckling strength of curved bridge girder web panels, including residual stress (
- Limiting slenderness values of smaller concrete tied arch bridges (
- Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks (
- Design considerations of segmental tunnel linings in assembly stage (
- Terrestrial laser scanning as a key element in the integrated monitoring of tidal influences on a twin-tube concrete tunnel (
- Effect of residual stress on the shear buckling strength of curved web bridge girder panels (
- 2013
- Strain gauge measurements of the precast concrete lining of a shield-driven tunnel (
- Monitoring during construction projects of movable bridges and harbour locks (
- 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 refurbishment of port infrastructure (
- Torsion clamping by prestressing bars of an arch bridge in concrete abutment (
- Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link (
- Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link (
- Experimental study of pressure distributions due to the breaking wave impacts (
- Comparing two types of fatigue and tsunami resisting medium span bridges (
- Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge (
- Influence of wearing courses on fatigue life of orthotropic bridge decks (
- Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track (
- 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 (
- Torsion clamping by prestressing bars of an arch bridge in concrete abutment (
- Structural monitoring of the Iris railway viaduct in Belgium (
- Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks (
- Monitoring during refurbishment of Port Infrastructure (
- Hot-spot stress determination of tubular arch bridge joints using strain gauges (
- Fatigue life assessment of orthotropic bridge decks based on fracture mechanics (
- Buckling resistance with combined shear of steel curved bridge girder webs (
- Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels (
- Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels (
- 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 (
- 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 (
- 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 (
- Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks (