Structural behavior of corroded reinforced concrete structures
Paper i proceeding, 2008

This paper presents a methodology to analyze the mechanical behavior and remaining load-carrying capacity of corroded reinforced concrete structures. The effect of corrosion is modeled as a change in geometry and properties, i.e. reduction of steel area, removal of spalled concrete and modification of bond-slip properties. The methodology is tested on concrete beams affected by corrosion using finite element analysis and the results were compared with experiments.

Författare

Kamyab Zandi

Chalmers, Bygg- och miljöteknik, Konstruktionsteknik

Karin Lundgren

Chalmers, Bygg- och miljöteknik, Konstruktionsteknik

Per Kettil

Chalmers, Tillämpad mekanik

Mario Plos

Chalmers, Bygg- och miljöteknik, Konstruktionsteknik

The Fourth International Conference on Bridge Maintenance, Safety, Management, Health Monitoring and Informatics

481-

Ämneskategorier

Tillförlitlighets- och kvalitetsteknik

ISBN

978-0-415-46844-2