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
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LEFM based fatigue design for welded connections in orthotropic steel bridge decks
(2015) FATIGUE DESIGN 2015, INTERNATIONAL CONFERENCE PROCEEDINGS, 6TH EDITION . In Procedia Engineering 133. p.758-769 Mark
- 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