Considerations on the reliability of service life predictions using a probabilistic approach

Journal De Physique. IV : JP

Volumn 136, Issue , 2006, Pages 233-241

  Gulikers, J ^a  

^a RIJKSWATERSTAAT   (Netherlands)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DURABILITY; PROBABILITY DENSITY FUNCTION; RELIABILITY; SERVICE LIFE; STATISTICAL METHODS;

MODEL PARAMETERS; PROBABILISTIC CALCULATIONS; STATISTICAL DISTRIBUTION;

REINFORCED CONCRETE;

EID: 33846584061     PISSN: 11554339     EISSN: 17647177     Source Type: Conference Proceeding    
DOI: 10.1051/jp4:2006136024     Document Type: Conference Paper

References (6)

1. A. Sarja, E. Vesikari, Durability design of concrete structures, RILEM Report 14, E&FN Spon, London (1996).
2. DuraCrete, Final Technical, Document BE95-1347/R17, The European Union - Brite EuRam III, Gouda (2000).
3. NEN6700, "Technical principles for building structures - TGB1990" (in Dutch), Netherlands Normalisation Institute, Delft (1990 and 1997).
4. J.J.W. Gulikers, "Theoretical backgrounds and practical applications of the modified error function solution for modelling time-dependent chloride ingress into concrete", Bouwdienst Rijkswaterstaat, Report BSRAP-R-04012, Utrecht (2004).
5. DuraCrete, Statistical quantification of the variables in the limit state functions, Document BE951347/R9, The European Union - Brite EuRam III, Gouda (2000).
6. fib, Model code for service life design, CEB-fib bulletin 34 (2006).