Univ.-Prof. Dr.-Ing. Daniel Pak
Überblick
| Zeit | Bezeichnung |
|---|---|
| seit 2016 | Universitätsprofessor für Stahlbau und Stahlverbundbau an der Universität Siegen |
| 2016 | Ruf auf den Lehrstuhl für Stahlbau und Stahlverbundbau der Universität Siegen |
| 2012 | Promotion zum Doktor-Ingenieur zum Thema "Zu Stahl-Verbundbrücken mit integralen Widerlagern" und Verleihung der Borchers Plakette |
| 2010 bis 2016 | freier Mitarbeiter im Ingenieurbüro Feldmann und Weynand, Aachen |
| 2010 bis 2016 | Oberingenieur am Lehrstuhl für Stahlbau der RWTH Aachen |
| 2005 bis 2010 | Wissenschaftlicher Mitarbeiter am Lehrstuhl für Stahlbau der RWTH Aachen |
| 2004 | 1. Preis der "Hans-Albert-Neumann-Stiftung" für die Diplomarbeit "Investigation of Local Buckling Behaviour of Coldformed Hollow Sections Made from Extra High Strength Steel" |
| 1997 bis 2004 | Studium des Bauingenieurwesens an der RWTH Aachen |
- DIN-Normenausschuss, NA 005-08-16 AA "Tragwerksbemessung" (Spiegelausschuss zu CEN/TC 250/SC 3, ISO/TC 167/SC 1)
Mitglied des Ausschusses - DIN-Normenausschuss, NA 005-08-07 AA "Aluminiumkonstruktionen" (Spiegelausschuss zu CEN/TC 250/SC 9 und CEN/TC 135)
Mitglied des Ausschusses - CEN/TC 250/SC 03/WG 20 (EN 1993-1-13 - Beams with large web openings)
Nationaler Vertreter
Aktuelle Veröffentlichungen
Anwendung von piezoelektrischer Sensorik zur Überwachung von Schraubenverbindungen
Anwendung von piezoelektrischer Sensorik zur Überwachung von Schraubenverbindungen
Transiente Thermografie zur Schadensdetektion aufgeschweißter Bolzen an Schienenstützpunkten/Transient Thermography for Damage Detection in Welded Studs at Rail Support Points
Transiente Thermografie zur Schadensdetektion aufgeschweißter Bolzen an Schienenstützpunkten/Transient Thermography for Damage Detection in Welded Studs at Rail Support Points
Untersuchung zur Detektion von Oberflächenkorrosion an Schrauben mithilfe von piezoelektrischen Wandlern
Untersuchung zur Detektion von Oberflächenkorrosion an Schrauben mithilfe von piezoelektrischen Wandlern
Influence of temperature and preload force on capacitance and electromechanical impedance of lead zirconate titanate piezoelectric wafer active sensors for structural health monitoring of bolts
Influence of temperature and preload force on capacitance and electromechanical impedance of lead zirconate titanate piezoelectric wafer active sensors for structural health monitoring of bolts
Veröffentlichungen
Operational testing of composite railway bridges with innovative composite dowels
Operational testing of composite railway bridges with innovative composite dowels
Influence of execution tolerances for friction connections in circular and polygonal towers for wind converters
Influence of execution tolerances for friction connections in circular and polygonal towers for wind converters
Soil-structure interaction at railway bridges with integral abutments
Soil-structure interaction at railway bridges with integral abutments
Effects of transverse tension load on the static capacity and fatigue resistance of composite dowels
Effects of transverse tension load on the static capacity and fatigue resistance of composite dowels
Design Temperature Load Spectrum for the Fatigue Verification of Composite Bridges with Integral Abutments
Design Temperature Load Spectrum for the Fatigue Verification of Composite Bridges with Integral Abutments
Composite dowels as shear connectors for composite beams – background to the german technical approval
Composite dowels as shear connectors for composite beams – background to the german technical approval
Condition monitoring of VFT-Rail® slab-track railway bridges
Condition monitoring of VFT-Rail® slab-track railway bridges
Composite Dowels as Shear Connectors for Composite Beams—Background to a New German Technical Approval
Composite Dowels as Shear Connectors for Composite Beams—Background to a New German Technical Approval
Field measurements at a composite bridge with composite dowels as shear connectors
Field measurements at a composite bridge with composite dowels as shear connectors
Design of composite dowels as shear connectors according to the German technical approval
Design of composite dowels as shear connectors according to the German technical approval
Connections in towers for wind converters, Part II: The friction connection behaviour
Connections in towers for wind converters, Part II: The friction connection behaviour
Friction connection vs. ring flange connection in steel towers for wind converters
Friction connection vs. ring flange connection in steel towers for wind converters
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