Ghent University Academic Bibliography

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Experimental and numerical investigation of stress concentration at rib-to-crossbeam joint

Heng Fang (UGent) , Nouman Iqbal (UGent) , Gilles Van Staen (UGent) and Hans De Backer (UGent)

(2021) INTERNATIONAL JOURNAL OF STEEL STRUCTURES. 21(1). p.360-380
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- Conference Paper
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Elastic-, inelastic and plastic buckling of curved shear webs in closed box girders with vertical stiffeners

Gilles Van Staen (UGent) , Philippe Van Bogaert (UGent) , Amelie Outtier (UGent) and Hans De Backer (UGent)

(2021) IABSE Proceedings. p.445-452
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Ultimate Shear Load Capacity of Cross-sectional Curved Steel Webs

Gilles Van Staen (UGent) , Heng Fang (UGent) , Philippe Van Bogaert (UGent) and Hans De Backer (UGent)

(2021) Structural Engineering International. p.1-12
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Torsional stiffness as an influence parameter on arch stability

Philippe Van Bogaert (UGent) , Gilles Van Staen (UGent) and Hans De Backer (UGent)

(2020) PROCEEDINGS OF INTERNATIONAL STRUCTURAL ENGINEERING AND CONSTRUCTION. 7(1).
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Verification of Mode Shapes by Experimental Test Results for Plate Assemblies with Cross-Sectional Curved Webs

Gilles Van Staen (UGent) , Philippe Van Bogaert (UGent) and Hans De Backer (UGent)

(2020) Proceedings Young Engineer Colloquium - YEC2020. p.55-56
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Short Term Monitoring Verification with Numerical Model of Orthotropic Steel Deck

Lars Rius, Selim Janssens, Gilles Van Staen (UGent) and Hans De Backer (UGent)

(2020) Proceedings Young Engineer Colloquium - YEC2020. p.69-70
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Comparison Monitoring Campaign with Numerical Model of an Arch Bridge

Selim Janssens, Lars Rius, Gilles Van Staen (UGent) and Hans De Backer (UGent)

(2020) Proceedings Young Engineer Colloquium - YEC2020. p.71-72
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Influence of curved web closed steel sections in bridge design

Gilles Van Staen (UGent) , Hans De Backer (UGent) and Philippe Van Bogaert (UGent)

(2019) ISEC 10, Interdependence between Structural Engineering and Construction Management.
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Buckling design approach for unstiffened curved plates in uniform shear

Gilles Van Staen (UGent) , Hans De Backer (UGent) and Philippe Van Bogaert (UGent)

(2019) Proceedings of the Belgian-Dutch IABSE. p.38-39
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Influence of slenderness ratio on the buckling behaviour of curved panels in pure shear

Gilles Van Staen (UGent) , Hans De Backer (UGent) and Philippe Van Bogaert (UGent)

(2019) CE/PAPERS. 3(3-4). p.871-876

Academic Bibliography

Experimental and numerical investigation of stress concentration at rib-to-crossbeam joint

Elastic-, inelastic and plastic buckling of curved shear webs in closed box girders with vertical stiffeners

Ultimate Shear Load Capacity of Cross-sectional Curved Steel Webs

Torsional stiffness as an influence parameter on arch stability

Verification of Mode Shapes by Experimental Test Results for Plate Assemblies with Cross-Sectional Curved Webs

Short Term Monitoring Verification with Numerical Model of Orthotropic Steel Deck

Comparison Monitoring Campaign with Numerical Model of an Arch Bridge

Influence of curved web closed steel sections in bridge design

Buckling design approach for unstiffened curved plates in uniform shear

Influence of slenderness ratio on the buckling behaviour of curved panels in pure shear

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