论文信息 - Stochastic Modelling of the Crack Initiation Time for Reinforced Concrete Structures

Stochastic Modelling of the Crack Initiation Time for Reinforced Concrete Structures

According to EUROCODE 2, limit states are states beyond which the structure no longer satisfies the design performance requirements. Ultimate limit states (ULS) are those associated with collapse or with other forms of structural failure which may

Palle Thoft-Christensen

[1] Palle Thoft-Christensen. Estimation of the Service Life Time of Concrete Bridges , 1997 .

[2] Palle Thoft-Christensen. Estimation of the Service Lifetime of Concrete Bridges , 1997 .

[3] Richard E. Weyers,et al. MODELING THE TIME-TO-CORROSION CRACKING IN CHLORIDE CONTAMINATED REINFORCED CONCRETE STRUCTURES , 1998 .

[4] Youping Liu,et al. Modeling the Time-to Corrosion Cracking of the Cover Concrete in Chloride Contaminated Reinforced Concrete Structures , 1996 .