Bridge building – finished projects
![Fuldatal bridge Kragenhof](https://tu-dresden.de/bu/bauingenieurwesen/imb/ressourcen/bilder/bilder-forschung/forschungsfeld-ingenieurbau/Schieneauszug-FuldatalbrKragenhof.jpg/@@images/4d7d2dcc-2c5e-4bc2-a831-8f16238103bb.jpeg)
Fuldatal bridge Kragenhof
Scientific support and advice to minimize the number of rail expansion joints more details
Funding: DB Netz AG
Period: 07/2020 – 12/2022
![Residual stress measurement with sectioning method](https://tu-dresden.de/bu/bauingenieurwesen/imb/ressourcen/bilder/bilder-forschung/forschungsfeld-ingenieurbau/Schienenspannungen.jpg/@@images/ee81b9ad-faf7-461c-9a76-588ba5488168.jpeg)
Residual stress measurement with sectioning method
Fatigue tests on rails as a basis for determining permissible rail stresses more information
Funding: DB Netz AG
Period: 01/2019 – 06/2021
![Deconstruction of the Lahntal Viaduct](https://tu-dresden.de/bu/bauingenieurwesen/imb/ressourcen/bilder/bilder-forschung/forschungsfeld-ingenieurbau/Lahntal.JPG/@@images/7362b958-d449-404b-b3fb-b5c583f8c203.jpeg)
Deconstruction of the Lahntal viaduct
Laboratory investigations on the deconstruction of the Lahntal viaduct more details
Funding: DEGES
Period: 02/2018 – 12/2020
![Bottom view of a 4-span superstructure compounded of cellular concrete boxes with shear keys over BAB A14 between Wendischbora and Nossen](https://tu-dresden.de/bu/bauingenieurwesen/imb/ressourcen/bilder/bilder-forschung/bilder-sonstige-projekte/Olli_WTB_Untersicht_SH-edit.jpg/@@images/66425747-5c62-4f89-b0b7-c3dcd9bb9010.jpeg)
Bottom view of a 4-span superstructure compounded of cellular concrete boxes with shear keys over BAB A14 between Wendischbora and Nossen
Scientific and technical supervision for application of the German recalculation guideline on the bridge stock of Mecklenburg-West Pomerania more details
Client: Landesamt für Straßenbau und Verkehr Mecklenburg-Vorpommern
Period: 05/2011 − 06/2016
![Determination of carbonation depth at a large sample](https://tu-dresden.de/bu/bauingenieurwesen/imb/ressourcen/bilder/bilder-forschung/bilder-aeltere-projekte/SpRKHennigsdorfer_10_2-Silke-Scheerer.jpg/@@images/eb24ec83-2c91-465d-a6e9-d2a160d457eb.jpeg)
Determination of carbonation depth at a large sample
SCC risk of Hennigsdorfer prestressing steel for the production period up to 1993 more details
Client: Landesamt für Straßenbau und Verkehr Mecklenburg-Vorpommern
Period: 09/2009 – 03/2011
![Classification of the different types of concrete hinges](https://tu-dresden.de/bu/bauingenieurwesen/imb/ressourcen/bilder/bilder-forschung/bilder-aeltere-projekte/Betongelenke_09-Gregor-Schacht.jpg/@@images/8ff69f67-00fc-4d01-b285-80a36e5f0465.jpeg)
Classification of the different types of concrete hinges
Concrete hinges in bridge building further details
Funding: DBV
Period: 01/2009 – 12/2009
![Beam with polyurethane membrane, loading at cantilever end](https://tu-dresden.de/bu/bauingenieurwesen/imb/ressourcen/bilder/bilder-forschung/bilder-aeltere-projekte/BrueckenBetondecken_10-IMB.jpg/@@images/9b4235c9-456f-47e9-abcf-5be46c3cbd67.jpeg)
Beam with polyurethane membrane, loading at cantilever end
Thin concrete layers on long bridges further details
Funding: BASt
Period: 01/2007 – 12/2010
![Stress-strain curves of two different kinds of prestressing steel](https://tu-dresden.de/bu/bauingenieurwesen/imb/ressourcen/bilder/bilder-forschung/bilder-aeltere-projekte/SpRKBrueckenMV_10-Silke-Scheerer.jpg/@@images/eb168d69-d040-4916-ace2-c111349f4662.jpeg)
Stress-strain curves of two different kinds of prestressing steel
Stress corrosion cracking in bridges – Investigation of the bridge stock of Mecklenburg-Western Pomerania further details
Funding: State Office for Road Construction and Traffic Mecklenburg-Western Pomerania
Period: 10/2005 – 03/2011
![Test setup with measurement matrix](https://tu-dresden.de/bu/bauingenieurwesen/imb/ressourcen/bilder/bilder-forschung/bilder-aeltere-projekte/QuerkrafttragfBruecke_09-IMB_Ausschn.jpg/@@images/8f6d12c3-23d5-4021-8e87-02ad71f04cad.jpeg)
Test setup with measurement matrix
Studies on the shear capacity of a freeway bridge more details
Funding: Amt für Straßen- und Verkehrswesen Fulda
Period: 2002 – 2009
Risk assessment of old stone arch bridges and truss bridges in case of ship impact more information
Funding: Industrial partners
Period: 02/1997 – 12/2003