[1. Kuiry, S. C.; et al. Corrosion behaviour of low nickel stainless steel vis-a-vis conventional and corrosion resistant structural steels for rebar applications. Transactions of theIndian Institute of metals 2000, 53, 63-69.]Search in Google Scholar
[2. Alonso-García, M. C.; a kol. Corrosion behaviour of new stainless steels reinforcing bars embedded in concrete. Cement and Concrete Research 2007, 37, 1463-1471.]Search in Google Scholar
[3. Song, H. W.; Saraswathy V. Corrosion Monitoring of Reinforced Concrete Structures - A Review. InternationalJournal of Electrochemical Science 2007, 2, 1-28.]Search in Google Scholar
[4. Bautista, A.; et al. Corrosion behaviour of low-nickel austenitic stainless steels reinforcements: A comparative study in simulated pore solutions. Cement and ConcreteResearch 2006, 36, 1922-1930.]Search in Google Scholar
[5. Alonso-García, M. C.; a kol. Corrosion behaviour of innovative stainless steels in mortar. Cement and ConcreteResearch 2007, 37, 1562-1569.]Search in Google Scholar
[6. Snis, M.; Olsson J. Reduce costs for storage and distribution of desalted water - use duplex stainless steel. Desalination2008, 223, 476-486.]Search in Google Scholar
[7. Herrera, C.; a kol. Design of a novel Mn-based 1 GPa duplex stainless TRIP steel with 60% ductility by a reduction of austenite stability. Acta Materialia 2011, 59, 9653-9664.]Search in Google Scholar
[8. Nürnberber, U.; Wu, Y. Stainlesssteel in concrete structures and in the fastening technique. Materials and Corrosion2008, 59, 144-158.]Search in Google Scholar
[9. Newman, R. C. Understanding the Corrosion of Stainless Steel. Corrosion 2001, 57 (12), 1030-1041.10.5006/1.3281676]Search in Google Scholar
[10. Mietz, J.; Ruckert, J. Electrochemical investigations of high strength stainless steels for rock and ground anchors. Materials and Corrosion 1997, 48, 353-363.]Search in Google Scholar
[11. Knudsen, A.; Skovsgaard, T. Concrete ahead of its peers. Concrete Engineering International 1999, 3 (6), 58-61.]Search in Google Scholar
