Reliability based assessment of the influence of concrete durability on the timing of repair for RC bridges

Proceedings of the 3rd International Conference on Bridge Maintenance, Safety and Management - Bridge Maintenance, Safety, Management, Life-Cycle Performance and Cost

Volumn , Issue , 2006, Pages 519-520

  Stewart, M G ^a   Mullard, J A ^a  

^a UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 56749103217     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/b18175-211     Document Type: Conference Paper

References (3)

1. Stewart, M.G. (2005), Life-Cycle Cost Analysis Considering Spatial and Temporal Variability of Corrosion-Induced Damage and Repair to RC Surfaces, Proc. of ICOSSAR'05 - Ninth Int. Conf. on Structural Safety and Reliability, A.A. Balkema, Rotterdam (CD-ROM).
2. Vu, K.A.T., Stewart, M.G. and Mullard, J.A. (2005), Corrosion-Induced Cracking: Experimental Data and Predictive Models, ACI Structural Journal Vol. 102, No.5, pp. 719-726.
3. Vu, K.A.T. and Stewart, M.G. (2005), Predicting the Likelihood and Extent of RC Corrosion-Induced Cracking, Journal of Structural Engineering, ASCE, Vol. 131, No. 11, pp. 1681-1689.