Assessment of the Reliability Profiles for Concrete Bridges
Publikation: Forskning - peer review › Rapport
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Assessment of the Reliability Profiles for Concrete Bridges. / Thoft-Christensen, Palle.
Aalborg : Dept. of Building Technology and Structural Engineering, 1998. 6 s. (Structural Reliability Theory; Nr. 183, Vol. R9823).Publikation: Forskning - peer review › Rapport
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TY - RPRT
T1 - Assessment of the Reliability Profiles for Concrete Bridges
A1 - Thoft-Christensen,Palle
AU - Thoft-Christensen,Palle
PB - Dept. of Building Technology and Structural Engineering
PY - 1998
Y1 - 1998
N2 - In this paper calculation of reliability profiles is discussed. ULS as well as SLS limit states are formulated. Corrosion due to chloride penetration is the considered deterioration mechanism. Three models for corrosion are formulated. A definition of service lifetime for concrete bridges is presented and discussed. The proposed method of calculating reliability profiles is illustrated on an exiting U.K. bridge.
AB - In this paper calculation of reliability profiles is discussed. ULS as well as SLS limit states are formulated. Corrosion due to chloride penetration is the considered deterioration mechanism. Three models for corrosion are formulated. A definition of service lifetime for concrete bridges is presented and discussed. The proposed method of calculating reliability profiles is illustrated on an exiting U.K. bridge.
KW - Reliability Profiles
KW - ULS
KW - SLS
KW - Limit States
KW - Corrosion
KW - Chloride Penetration
KW - Service Lifetime
KW - Concrete Bridges
KW - Reliability Assessment
KW - Corrotion Modelling
KW - Reliability Profiles
KW - ULS
KW - SLS
KW - Limit States
KW - Corrosion
KW - Chloride Penetration
KW - Service Lifetime
KW - Concrete Bridges
KW - Reliability Assessment
KW - Corrotion Modelling
BT - Assessment of the Reliability Profiles for Concrete Bridges
T3 - Structural Reliability Theory
T3 - en_GB
ER -