ereprof. dr. ir. Philippe Van Bogaert
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Strain gauge measurements to support research of steel structures
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Determining geometric out-of-plane imperfections in steel tied-arch bridges using strain measurements
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Methodology for the ovalization monitoring of newly built circular train tunnels based on laser scanning: Liefkenshoek Rail Link (Belgium)
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Investigation of uplift impact forces on a vertical wall with an overhanging horizontal cantilever slab
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- Journal Article
- A1
- open access
Terrestrial laser scanning as a key element in the integrated monitoring of tidal influences on a twin-tube concrete tunnel
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Refurbishment of the masonry arch railway bridge Merxem Street
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Shear strength of hexagonal section members of portal frame steel bridge
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Buckling strength of curved bridge girder web panels, including residual stress
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Limiting slenderness values of smaller concrete tied arch bridges
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Buckling strength of curved bridge girder web panels, including residual stress
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Limiting slenderness values of smaller concrete tied arch bridges
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Shear strength of hexagonal section members of portal frame steel bridge
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Effect of residual stress on the shear buckling strength of curved web bridge girder panels
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Influence of temperature effects in steel box girders
(2014) p.1-1 -
Influence of temperature effects in steel box girders
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Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks
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Monitoring of movable steel truss bridges
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Monitoring of railway viaducts and bridges
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The effect of residual stresses in fillet welds on the fatigue behavior: a LEFM approach
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Refurbishment of the masonry arch railway bridge Merxem Street
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Effect of residual stress on the shear buckling strength of curved web bridge girder panels
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- Conference Paper
- C1
- open access
Assessment of the tidal influences on tunnels based on different monitoring techniques : laser scanning, levelling and strain gauges
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Comparing two types of fatigue and tsunami resisting medium span bridges
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Buckling resistance with combined shear of steel curved bridge girder webs
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Torsion clamping by prestressing bars of an arch bridge in concrete abutment
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Torsion clamping by prestressing bars of an arch bridge in concrete abutment
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Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge
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- Book Chapter
- open access
Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks
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Strain gauge measurements of the precast concrete lining of a shield-driven tunnel
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Weld penetration in orthotropic steel bridges
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Hot-spot stress determination of tubular arch bridge joints using strain gauges
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Influence of wearing courses on fatigue life of orthotropic bridge decks
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Fatigue life assessment of orthotropic bridge decks based on fracture mechanics
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Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
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Monitoring during construction projects of movable bridges and harbour locks
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Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks
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Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley
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Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening
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- Conference Paper
- C1
- open access
Verification of the performance of the precast concrete lining in the Diabolo Tunnel and Liefkenshoek rail tunnel
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Structural monitoring of the Iris railway viaduct in Belgium
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Monitoring during refurbishment of Port Infrastructure
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Structural response due to violent wave impacts on a vertical structure with a cantilevering slab
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Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link
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Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link
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Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels
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Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels
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New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge
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Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
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Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley
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New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge
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Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
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Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening
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Verification of the performance of the precast concrete lining in the Diabolo Tunnel and Liefkenshoek rail tunnel
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Structural monitoring of the Iris railway viaduct in Belgium
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Monitoring during refurbishment of port infrastructure
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Structural response due to violent wave impacts on a vertical structure with a cantilevering slab
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- Conference Paper
- C1
- open access
Experimental study of pressure distributions due to the breaking wave impacts
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Description of loading conditions due to violent wave impacts on a vertical structure with an overhanging horizontal cantilever slab
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Experimental study of violent wave impact on a vertical structure with an overhanging horizontal cantilever slab
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Design consideration and experiences of the Liefkenshoek railway link tunnel in crossing the River Scheldt and the Canal Dock
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Design consideration and experiences of the Liefkenshoek railway link tunnel in crossing the River Scheldt and the Canal Dock
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Diabolo railway link underneath Brussels Airport: a successful challange
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Diabolo railway link underneath Brussels Airport: a successful challenge
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The influence of connections in concrete bridge superstructures made continuous using a high degree of precasted elements
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The influence of slender pier structures of two railway viaducts on the bridge dynamics
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The influence of slender pier structures of two railway viaducts on the bridge dynamics
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An integral bridge concept in avoiding railway expansion joints
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Crack propagation in a stiffener-to-deckplate connection of an orthotropic steel bridge deck
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An alternative approach of fatigue life predictions in orthotropic steel bridge decks
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Buckling resistance of steel curved bridge girder webs
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Buckling resistance of steel curved bridge girder webs
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Inspection and evaluation of steel bridges from a high-speed railway network
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Evolution with time of vertical train car accelerations on bridges and viaducts
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Evolution with time of vertical train car accelerations on bridges and viaducts
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Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge
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Load-carrying capacity and refurbishment of a historic VC vierendeel bridge
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An integral bridge concept in avoiding railway expansion joints
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Strain stabilization during construction of the Liefkenshoek rail tunnel
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Strain stabilization during construction of the Liefkenshoek rail tunnel
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The influence of diaphragm stiffening on the fatigue life of welded tubular joints in bridges
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Decreasing the hot spot stresses of welded tubular bridge nodes by diaphragm stiffening
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Decreasing the hot spot stresses of welded tubular bridge nodes by diaphragm stiffening
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Monitoring infrastructure during construction and refurbishment projects
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Monitoring infrastructure during construction and refurbishment projects
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Monitoring during large construction projects
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Experimental study of pressure distributions due to the breaking wave impacts
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Uplift forces on a vertical structure with an overhanging horizontal cantilever slab
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Monitoring during large construction projects
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Inspection and evaluation of steel bridges from a high-speed railway network
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Breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab: irregular waves
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Measuring the hot spot stresses of welded tubular nodes with diaphragm stiffening
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Reducing the hot spot stresses of welded tubular nodes: the influence of diaphragm stiffening
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The relation between buckling behavior and strain measurements in steel tied arch bridges
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Fracture mechanics techniques in orthotropic decks
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The oppurtinity of non-continous stiffening in the steel railway viaduct over the Pede Valley
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The design of an integral steel railway bridge in Mechelen
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Verfication in situ of the behaviour of a new 3-span concrete integral road bridge
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Verification in situ of the behaviour of a new 3-span concrete integral road bridge
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Stress concentrations on orthotropic bridge decks
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Frame effect in hangres of steel tied arch bridges