Research Explorer

Your browser does not support JavaScript or JavaScript is not enabled. Without JavaScript some functions of this webapplication may be disabled or cause error messages. To enable JavaScript, please consult the manual of your browser or contact your system administrator.

Researcher

Wim Nagy

Awards & Distinctions

63 Results

2019

Determination of residual welding stresses in a steel bridge component by finite element modeling of the incremental hole-drilling method

Evy Van PuymbroeckWim NagyKen SchotteZain Ul-AbdinHans De Backer

A1 Journal Article in APPLIED SCIENCES

Fatigue process of rib-to-deck welded joints of orthotropic steel decks

Benjin WangWim NagyHans De BackerAirong Chen

A1 Journal Article in THEORETICAL AND APPLIED FRACTURE MECHANICS

Residual stresses in an orthotropic steel deck based on the hole-drilling technique

Hans De BackerAmelie OuttierWim NagyEvy Van Puymbroeck

2018

Determination of residual weld stresses with the incremental hole-drilling method in tubular steel bridge joints

Evy Van PuymbroeckWim NagyHeng FangHans De Backer

Improving the fatigue design of orthotropic steel decks

Hans De BackerWim NagyAmelie Outtier

Influence of the welding process on the residual welding stresses in an orthotropic steel bridge deck

Evy Van PuymbroeckWim NagyHans De Backer

Influence of the welding process on the residual welding stresses in an orthotropic steel bridge deck

Evy Van PuymbroeckWim NagyHans De Backer

2017

Determination of residual weld stresses with the incremental hole-drilling method in tubular steel bridge joints

Evy Van PuymbroeckWim NagyHeng Fang

Determination of the residual stress distribution of steel bridge components by modelling the welding process

Evy Van PuymbroeckWim NagyKen SchotteZain Ul-AbdinHans De Backer

Development of a fatigue experiment for the stiffener-to-deck plate connection in Orthotropic Steel Decks

Wim NagyBenjin WangBohumil CulekPhilippe Van BogaertHans De Backer

A1 Journal Article in INTERNATIONAL JOURNAL OF STEEL STRUCTURES

Effect of plasticity on residual stresses obtained by the incremental hole-drilling method with 3D FEM modelling

Evy Van PuymbroeckWim NagyHans De Backer

Fatigue assessment of orthotropic steel decks based on fracture mechanics

Wim NagyHans De BackerPhilippe Van Bogaert

Impact of tidal level fluctuations on the structural behaviour of a segmental tunnel lining

Ken SchotteWim NagyTimothy NuttensAlain De WulfPhilippe Van BogaertHans De Backer

A1 Journal Article in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Innovative fatigue design of orthotropic steel decks

Hans De BackerAmelie OuttierWim NagyKen Schotte

A2 Journal Article in BRIDGE STRUCTURES

Innovative fatigue design of orthotropic steel decks

Hans De BackerAmelie OuttierWim NagyKen Schotte

Measuring residual stresses in orthotropic steel decks using the incremental hole-drilling technique

Wim NagyEvy Van PuymbroeckKen SchottePhilippe Van BogaertHans De Backer

A1 Journal Article in EXPERIMENTAL TECHNIQUES

2016

Assessment of the residual stress distribution of a welded stiffener-to-deck plate connection of an orthotropic steel deck using hole-drilling

Wim NagyEvy Van PuymbroeckPhilippe Van BogaertHans De Backer

Determination of residual stresses with the incremental hole-drilling method to improve the design of critical components in bridge constructions

Evy Van PuymbroeckWim NagyHans De Backer

Effect of plasticity on residual stresses obtained by the incremental hole-drilling method with 3D FEM modelling

Evy Van PuymbroeckWim NagyHans De Backer

Fatigue strenght application of fracture mechanics to orthotropic steel decks

Wim NagyKen SchottePhilippe Van BogaertHans De Backer

A1 Journal Article in ADVANCES IN STRUCTURAL ENGINEERING

Monitoring of the refurbishment of movable bridges

Hans De BackerAmelie OuttierWim NagyKen Schotte

Skew placement of arches for road bridges

Hans De BackerAmelie OuttierKen SchotteWim NagyMarco Diversi

Skew placement of arches for road bridges

Hans De BackerAmelie OuttierKen SchotteWim NagyMarco Diversi

Use of the hole drilling method to determine residual weld stresses in bridge constructions

Evy Van PuymbroeckWim NagyHans De Backer

Use of the hole drilling method to determine residual weld stresses in bridge constructions

Evy Van PuymbroeckWim NagyHans De Backer

2015

Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique

Wim NagyPhilippe Van BogaertHans De Backer

Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique

Wim NagyPhilippe Van BogaertHans De Backer

Innovations in fatigue design of orthotropic steel decks

Hans De BackerWim Nagy

LEFM based fatigue design for welded connections in orthotropic steel bridge decks

Wim NagyPhilippe Van BogaertHans De Backer

2014

Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks

Wim NagyPhilippe Van BogaertHans De Backer

Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks

Wim NagyMarco DiversiPhilippe Van BogaertHans De Backer

Influence of temperature effects in steel box girders

Marco DiversiKen SchotteWim NagyAmelie OuttierPhilippe Van BogaertHans De Backer

Influence of temperature effects in steel box girders

Marco DiversiKen SchotteWim NagyAmelie OuttierPhilippe Van BogaertHans De Backer

Influence of temperature effects in steel box girders

Marco DiversiKen SchotteWim NagyAmelie OuttierPhilippe Van BogaertHans De Backer

Influence of temperature effects in steel box girders

Marco DiversiKen SchotteWim NagyAmelie OuttierPhilippe Van BogaertHans De Backer

Monitoring of movable steel truss bridges

Hans De BackerPhilippe Van BogaertAmelie OuttierKen SchotteWim Nagy

Monitoring of movable steel truss bridges

Hans De BackerPhilippe Van BogaertAmelie OuttierKen SchotteWim Nagy

Monitoring of railway viaducts and bridges

Hans De BackerAmelie OuttierKen SchotteWim NagyPhilippe Van Bogaert

Monitoring of railway viaducts and bridges

Hans De BackerAmelie OuttierKen SchotteWim NagyPhilippe Van Bogaert

Strain gauge measurements to support research of steel structures

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

The effect of residual stresses in fillet welds on the fatigue behavior: a LEFM approach

Wim NagyHans De BackerPhilippe Van Bogaert

2013

Fatigue life assessment of orthotropic bridge decks based on fracture mechanics

Wim NagyHans De BackerPhilippe Van Bogaert

Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks

Wim NagyHans De BackerPhilippe Van Bogaert

Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks

Wim NagyHans De BackerPhilippe Van Bogaert

Bookchapter in Research and applications in structural engineering, mechanics and computation

Influence of wearing courses on fatigue life of orthotropic bridge decks

Hans De BackerAmelie OuttierWim NagyPhilippe Van Bogaert

Monitoring during refurbishment of Port Infrastructure

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Monitoring during refurbishment of port infrastructure

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley

Ken SchotteDries StaelWim NagyBart De PauwHans De BackerPhilippe Van Bogaert

Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley

Ken SchotteDries StaelWim NagyBart De PauwHans De BackerPhilippe Van Bogaert

Structural monitoring of the Iris railway viaduct in Belgium

Wim NagyKen SchotteDries StaelHans De BackerPhilippe Van Bogaert

Structural monitoring of the Iris railway viaduct in Belgium

Wim NagyKen SchotteDries StaelHans De BackerPhilippe Van Bogaert

2012

An alternative approach of fatigue life predictions in orthotropic steel bridge decks

Wim NagyHans De BackerPhilippe Van Bogaert

Crack propagation in a stiffener-to-deckplate connection of an orthotropic steel bridge deck

Wim NagyHans De BackerPhilippe Van Bogaert

Monitoring during large construction projects

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Monitoring during large construction projects

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Monitoring infrastructure during construction and refurbishment projects

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Monitoring infrastructure during construction and refurbishment projects

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

2011

Experiences with SHM for large civil structures

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Experiences with SHM for large civil structures

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Experiences with monitoring systems for bridges and tunnels

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Experiences with monitoring systems for bridges and tunnels

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Fatigue life predictions of orthotropic decks based on fracture mechanics techniques

Fracture mechanics techniques in orthotropic decks

Wim NagyHans De BackerPhilippe Van Bogaert