First jury winner: Adriano Silva de Carvalho
Winner
First jury winner: Adriano Silva de Carvalho
State University of Maringá
Department of Civil Engineering
Assessment of the lateral-torsional stability of steel I-beams with sequential sinusoidal web openings
Second jury winner and audience winner: Stefan Kimpeler
Winner
Second jury winner and audience winner: Stefan Kimpeler
RWTH Aachen
Institute of Steel Construction
Data-based asset management of a T-beam bridge with orthotropic deck plate exemplified by the motorway bridge at the Dortmund-Unna motorway intersection
Morena Giulieri
Nominee
Morena Giulieri
ETH Zürich
IBK
Feasibility study and numerical investigation of novel timber veneer-wrapped steel columns
Manabendra Nath Das
Nominee
Manabendra Nath Das
Delft University of Technology
Mechanical Engineering (High-tech Engineering specialization)
A geometric approach for controlling local overheating in topology optimization for additive manufacturing
Viktor Szalai
Nominee
Viktor Szalai
Politehnica University Timisoara
Steel Structures and Structural Mechanics
3D Scanning Imperfection Measurements For FEM Analysis Of Steel Links
Bärnkopf Ersébet
Nominee
Bärnkopf Ersébet
Budapest University of Technology and Economics
Department of Structural Engineering
Lateral-torsional buckling resistance of trapezolidally corrugated web girders
Maja Ranisavljevic
Maja Ranisavljevic
University of Belgrade
Faculty of Civil Engineering
Structural responses of stocky I-section columns with web openings
Mariana Echeverri Loaiza
Mariana Echeverri Loaiza
Universidad Nacional de Colombia
Departamento de Ingeniería Civil
Shear buckling coefficients for longitudinally stiffened haunched steel plate girders
Michael Lisser
Michael Lisser
ETH Zürich
Institute of Structural Engineering, Chair of Steel and Composite Structures
Statistical assessment of the consequences caused by deviations in the cross-sectional geometry of hot-rolled I-sections
Vivek Kurup
Vivek Kurup
TU Delft
Faculty Of Civil Engineering and Geosciences
Design and Analysis of an Underwater Wedge Connection
Kiia Grönlund
Kiia Grönlund
Lappeenranta-Lahti University of Technology
LUT School of Energy Systems
Overload and variable amplitude load effects on the fatigue strength of welded joints
András D. Nagy
András D. Nagy
Budapest University of Technology and Economics
Structural Engineering
Geometric optimization and form-finding of steel-stretched barrel vault tensile membrane structure with self-developed module
Omar Fahmy Abdelfattah Zaher
Omar Fahmy Abdelfattah Zaher
Tanta University
Structural Engineering/ Faculty of Engineering
Structural Behavior of Cellular Arched Steel Beams
Nasam Shokry El-Azab Khater
Nasam Shokry El-Azab Khater
Tanta university
Faculty of Engineering
Flexural Behavior of Cold Formed Steel Z-Sections with Edge Stiffened Holes
Brian Schagen
Brian Schagen
TU Delft
Faculty of Civil Engineering and Geosciences
Upscaling architected metamaterials for applications in civil infrastructure: auxetic lattices for confining concrete
Nils van Rooij
Nils van Rooij
Technical University of Delft
Faculty of Civil Engineering and Geosciences
Assessment of Steel-CLT Composite Floor Systems
Leonardo Pappas Toscano Costa
Leonardo Pappas Toscano Costa
University of Coimbra
Department of Civil Engineering
Numerical analysis of closed built-up cold-formed steel columns in fire scenario
Ahmed Khaled Abd El Moniem
Ahmed Khaled Abd El Moniem
Cairo University
Structural Department
Performance of Portal Frame Eave Connections Fabricated From Steel Cold-formed Sigma Sections
Olmo Luigi Antoon Middeldorp
Olmo Luigi Antoon Middeldorp
TU Delft
Civil Engineering
The effective notch stress approach for a tubular joint
Gian Pio Scotto di Mase
Gian Pio Scotto di Mase
University of Naples "Federico II"
Department of Structures for Engineering and Architecture
Service Life Extension of Orthotropic Steel Deck Bridges
Samar El-Sayed Ibrahim Atya
Samar El-Sayed Ibrahim Atya
Mansoura University
Faculty of Engineering, Structural Engineering Department
Comparison Between Different Codes In Design Of Steel Cold-formed Sections Under Effect Of Static Loads

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