Patch repairs on reinforced concrete structures - Model investigations on the required size and practical consequences

Cement and Concrete Composites

Volumn 28, Issue 8, 2006, Pages 679-684

  Raupach, M ^a  

^a RWTH AACHEN UNIVERSITY   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE REINFORCEMENTS; CONTAMINATION; CORROSION; CRACKS; MATHEMATICAL MODELS; STEEL;

CHLORIDE CONTAMINATED CONCRETE; CORROSION RISK; STEEL REINFORCEMENT;

CONCRETE CONSTRUCTION;

EID: 33746870349     PISSN: 09589465     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cemconcomp.2006.05.016     Document Type: Article

References (4)

1. Schießl P, Raupach M. Macrocell. Steel corrosion in concrete caused by chlorides. In: Malhotra VM, editor. Second CANMET/ACI international conference on durability of concrete, CANMET/ACI, 1991, Montreal, p. S565-83.
2. Schießl P, Breit W, Raupach M. Durability of local repair measures on concrete structures damaged by reinforcement corrosion. In: Malhotra VM, editor. Durability of concrete. Third international conference, Nice, France, May 22-28, 1994, Detroit. American Concrete Institute, ACI SP-145, 1994. p. S1195-215.
3. Raupach M. Concrete repair according to the new European standard EN 1504. In: International conference repair, rehabilitation and retrofitting, Cape Town, South Africa, 21-23 November 2005, 5 Seiten.
4. Raupach M, Warkus J, Yamaguchi T. Numerical modelling of reinforced corrosion. In: European symposium on service life and serviability of concrete structures ESCS-2006, Espoo, Finland, June 12-14, 2006. Helsinki: Concrete Association of Finland; 2006. p. S282-8.