Einsturz der Carolabrücke in Dresden Teil 2: Untersuchungen zu den Einsturzursachen und die Folgen

Research output: Contribution to journalResearch articleContributedpeer-review

Contributors

  • Gregor Schacht - , Marx Krontal Partner GmbH (Author)
  • Steffen Marx - , Chair of Concrete Structures (Author)
  • Silke Scheerer - , Chair of Concrete Structures (Author)
  • Max Fiedler - , Marx Krontal Partner GmbH (Author)
  • Robert Ritter - , Marx Krontal Partner GmbH (Author)
  • Luise Clages - , Marx Krontal Partner GmbH (Author)
  • Chris Voigt - , Marx Krontal Partner GmbH (Author)
  • David Czeschka - , Marx Krontal Partner GmbH (Author)
  • Gino Ebell - , Federal Institute for Materials Research and Testing Berlin (Author)
  • Gero Marzahn - , Federal Ministry for the Environment, Climate Action, Nature Conservation and Nuclear Safety (Author)

Abstract

Collapse of the Carola Bridge in Dresden Part 2: Investigations into the causes of the collapse and the consequences. On September 11, 2024, the partial collapse of the prestressed Carola Bridge in Dresden occurred without prior notice. The first part of the article presented the design and construction of the bridge, the measures for maintenance and renovation and the problem of stress corrosion cracking. In this second part, the comprehensive investigations into the cause of the collapse are described. An attempt is made to reconstruct the collapse process, and aspects of the further handling of bridges containing steel at risk of stress corrosion cracking are presented. In addition, the current monitoring is discussed, and an outlook on possible further action is given.

Translated title of the contribution
Collapse of the Carola Bridge in Dresden. Part 2
Investigations into the causes of the collapse and the consequences

Details

Original languageGerman
Pages (from-to)837-846
Number of pages10
JournalBeton- und Stahlbetonbau
Volume120
Issue number10
Publication statusE-pub ahead of print - 31 Aug 2025
Peer-reviewedYes

External IDs

ORCID /0000-0002-8976-6680/work/192582429
ORCID /0000-0001-8735-1345/work/192582462

Keywords

ASJC Scopus subject areas

Keywords

  • collapse, Forensic Engineering, pre-stressed concrete bridge, stress-corrosion cracking