Service Life Design of Reinforced Concrete Structures Exposed to De-Icing Salts - A Case Study

Life-Cycle Performance of Deteriorating Structures

Volumn , Issue , 2003, Pages 102-112

  Lay, Sascha ^a  

^a TECHNICAL UNIVERSITY OF MUNICH   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

BINDERS; CLIMATOLOGY; COMPOSITION; FAILURE ANALYSIS; PROBABILITY; REINFORCED CONCRETE; SALTS;

CONVECTION ZONES; SERVICE LIFE DESIGNS;

CONCRETE CONSTRUCTION;

EID: 1642396729     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40707(240)12     Document Type: Conference Paper

References (8)

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2. DuraCrete (1998). "Modeling of Degradation". Brite EuRam III Project BE95-1347, Report 4-5.
3. Gehlen, C. (2000). "Probabilistische Lebensdauerbemessung von Stahlbeton-bauwerken - Zuverlässigkeitsberechnungen zur wirksamen Vermeidung von Bewehrungskorrosion." Doctoral Thesis RWTH Aachen, DAfStb, Heft 501, Berlin.
4. Lay, S.; Zeller, S.; Schießl, P. (2003a): "Time dependent chloride migration coefficient of concrete as input to a probabilistic service life model." Proceedings of int. workshop on management of durability in the building process, Milano.
5. Lay, S. (2003b). "Dauerhaftigkeitsbemessung von Stahlbetonkonstruktionen." Research Report, AiF 12525 N, DBV 225, Munich.
6. Nilsson, L. O.; et al. (2000). "Chloride ingress data from field exposure in a Swedish road environment." Chalmers University of Technology, Publication P-00:5, Goßteborg.
7. RPC (1999). "STRUREL - A structural reliability analysis program - system." RCP Consulting Programs GmbH, Munich, 1999.
8. Luping, T. (1996). "Chloride transport in concrete - Measurement and prediction", Thesis, Chalmers University of Technology, Goßteborg.