Modelling of corrosion protection as standby system for coated reinforced concrete structures

References

• Aven , T. 1990 . Availability formulae for standby systems of similar units that are preventively maintained . IEEE Transactions on Reliability , 39 (5) : 603 – 606 . .doi:10.1109/24.61319
   Web of Science ®Google Scholar
• Azaron , A. , Katagiri , H. , Kato , K. and Sakawa , M. 2007 . A multi‐objective discrete reliability optimization problem for dissimilar‐unit standby systems . OR Spectrum , 29 (1) : 235 – 257 . .doi:10.1007/s00291–006–0058‐z
   Google Scholar
• Barbucci , A. , Delucchi , M. and Cerisola , G. 1997 . Organic coatings for concrete protection: liquid water and water vapour permeabilities . Progress in Organic Coatings , 30 (4) : 293 – 297 . .doi:10.1016/S0300–9440(97)00007–6
   Web of Science ®Google Scholar
• Beilin , D. and Figovsky , O. 1995 . Stress‐strain state of polymer chemical‐resistant coatings during curing and under operating conditions . Composite Structures , 31 (4) : 253 – 256 . .doi:10.1016/0263–8223(95)80019–0
   Web of Science ®Google Scholar
• Benzaid , R. , Chikh , N.‐E and Mesbah , H. 2008 . Behaviour of square concrete column confined with GFRP composite warp . Journal of Civil Engineering and Management , 14 (2) : 115 – 120 . .doi:10.3846/1392–3730.2008.14.6
   Web of Science ®Google Scholar
• Coit , D. W. 2001 . Cold‐standby redundancy optimization for nonrepairable systems . IIE Transactions , 33 (6) : 471 – 478 . .doi:10.1080/07408170108936846
   Google Scholar
• De Almeida , A. T. and De Souza , F. M. C. 1993 . Decision theory in maintenance strategy for a 2‐unit redundant standby system . IEEE Transactions on Reliability , 42 (3) : 401 – 407 . .doi:10.1109/24.257823
   Web of Science ®Google Scholar
• Debaiky , A. , Green , M. and Hope , B. 2002 . Carbon fibre‐reinforced polymer wraps for corrosion control and rehabilitation of reinforced concrete columns . ACI Material Journal , 99 (2) : 949 – 958 .
   Web of Science ®Google Scholar
• Finkelstein , M. S. 2001 . How does our n‐component system perform? . IEEE Transactions on Reliability , 50 (4) : 414 – 418 . .doi:1 0.1109/24.983404
   Web of Science ®Google Scholar
• Huang , P. , Yao , Y. and Bao , Y. 2005 . Influence of HCl corrosion on the mechanical properties of concrete . Cement and Concrete Research , 35 (3) : 584 – 589 . .doi: 10.1016/j.cemconres.2004.06.027
   Web of Science ®Google Scholar
• Kamaitis , Z. and Cirba , S. 2007 . A model for generating multi‐layer anti‐corrosion protection for road infrastructures . The Baltic Journal of Road and Bridge Engineering , 2 (4) : 141 – 146 .
   Web of Science ®Google Scholar
• Kamaitis , Z. 2007a . Structural design of polymer protective coatings for reinforced concrete structures. Part I: theoretical considerations . Journal of Civil Engineering and Management , 13 (1) : 11 – 17 .
   Google Scholar
• Kamaitis , Z. 2007b . Structural design of polymer protective coatings for reinforced concrete structures. Part II: experimental verification . Journal of Civil Engineering and Management , 13 (1) : 19 – 26 .
   Google Scholar
• Kamaitis , Z. 2008 . Modelling of corrosion protection for reinforced concrete structures with surface coatings . Journal of Civil Engineering and Management , 14 (4) : 241 – 249 . .doi: 10.3846/1392–3730.2008.14.23
   Web of Science ®Google Scholar
• Kumar , R. and Kumar , S. 2008 . Performance modelling in critical engineering systems using RAM analysis . Reliability Engineering and Systems Safety , 93 (6) : 891 – 897 .
   Web of Science ®Google Scholar
• Leech , C. , Lockington , D. and Dux , P. 2003 . Unsaturated diffusivity functions for concrete derived from NMR images . Materials and Structures , 36 (6) : 413 – 418 . .doi: 10.1007/BF02481067
   Google Scholar
• Lewis , E. E. 1996 . Introduction to Reliability Engineering , Sec. ed. , England : John Wiley & Sons, Inc .
   Google Scholar
• Li , C. Q. 2003 . Life cycle modelling of corrosion‐affected concrete structures: propagation . Journal of Structural Engineering , 129 (6) : 753 – 761 . doi:10.1061/(ASCE)0733–9445(2003)129:6(753)
   Web of Science ®Google Scholar
• Pandey , D. , Jakob , M. and Yadav , J. 1996 . Reliability analysis of a powerloom plant with cold‐standby for its strategic unit . Microelectronics and Reliability , 36 (1) : 115 – 119 . .doi:10.1016/0026–2714(95)00013‐R
   Web of Science ®Google Scholar
• Park , D. C. 2008 . Carbonation of concrete in relation to CO2 permeability and degradation of coatings . Construction and Building Materials , 22 (11) : 2260 – 2268 . .doi:10.1016/j.conbuildmat.2007.07.032
   Web of Science ®Google Scholar
• Sanjuan , M. A. and Olmo , C. 2001 . Carbonation resistance of one industrial mortar used as a concrete coating . Building and Environmental , 36 (8) : 949 – 953 . .doi:10.1016/S0360–1323(00)00045–7
   Web of Science ®Google Scholar
• Schneider , U. and Chen , S. W. 2005 . Deterioration of high‐performance concrete subjected to attack by the combination of ammonium nitrate solution and flexure stress . Cement and Concrete Research , 35 (9) : 1705 – 1713 . .doi:10.1016/j.cemconres.2004.11.011
   Web of Science ®Google Scholar
• Utkin , L. V. 2003 . Imprecise reliability of cold standby systems . International Journal of Quality and Reliability Management , 20 (6) : 722 – 739 . .doi:10.1 108/02656710310482159
   Google Scholar
• Valivonis , J. and Skuturna , T. 2007 . Cracking and strength of reinforced concrete structures in flexure strengthened with carbon fibre laminates . Journal of Civil Engineering and Management , 13 (4) : 317 – 323 .
   Google Scholar
• Vipulanandan , C. and Liu , J. 2002 . Film model for coated cement concrete . Cement and Concrete Research , 32 (12) : 1931 – 1936 . .doi:10.1016/S0008–8846(02)00906–7
   Web of Science ®Google Scholar
• Wang , W. and Loman , J. Reliability/availability of K‐out‐of‐N system with N cold standby units . Proc of Annual Reliability and Maintainability Symposium . Jan 28–31 2002 , Seattle, Washington, USA. IEEE, 450–455. ISBN 0–7803–7348–0
   Google Scholar
•  Google Scholar