Issue 50

Ch. Apostolopoulos et alii, Frattura ed Integrità Strutturale, 50 (2019) 548-559; DOI: 10.3221/IGF-ESIS.50.46 559 [5] Capazucca, R., (1995). Damage to reinforcement concrete due to reinforcement corrosion, Constr. Build. Mater., 9, pp. 295-303. [6] Diamond, S.E, (1986). Chloride concentration in concrete pore solutions resulting from calcium and sodium chloride admixtures, Com Concr. Aggr., 8, pp. 97-102. [7] Alvarez, M.G., Galvele, J.R. (1984). The mechanisms of pitting of high purity iron in NaCl solutions, Corros. Sci., 24, pp.27-48. [8] Afsar, E. and Kashani, M.M., (2017), Exploring the impact of chloride-induced corrosion on seismic damage limit states and residual capacity of RC structures, Structure and Infrastructure Engineering, 14 (6), pp.714-729. [9] ASTM B 117-94. (1995) Standard practice for operating salt (fog) testing apparatus. In: Annual Book of ASTM standards, section 3, Metal test Methods and analytical Procedures. Philadelphia, USA: West Conshohocken, ASTM. [10] Quanmin, Ma., Sreejith, V., Nanukuttan P.A, Basheer, M., Bai, Y. and Yang, Ch. (2016). Chloride transport and the resulting corrosion of steel bars in alkali activated slag concretes, Materials and Structures, 49, pp. 3663-3677. [11] Angst, U.M. and Elsener, B. (2017). The size effect in corrosion greatly influences the predicted life span of concrete infrastructures, Applied Sciences and Engineering,.3. [12] Vera Cruz, R.P., Nishikata, A. and Tsuru, T. (1998). Pitting corrosion mechanism of stainless steels under wet-dry exposure in chloride-containing environments, Corrosion Science, 40, pp. 125-139. [13] Obla, K.H., Lobo, C.L and Kim, H. (2016). Tests and Criteria for Concrete Resistant to Chloride Ion Penetration, ACI Materials Journal, pp. 621-631. [14] ASTM G1-90 (1995). Standard practice for Preparing, Cleaning and Evaluating Corrosion Test Specimens. In: Annual Book of ASTM standards, section 3, Metal test Methods and analytical Procedures. Philadelphia, USA: West Conshohocken. [15] UNI EN ISO 15630-1:2010, Steel for the reinforcement and pre-stressing of concrete. Test methods. Part 1: Reinforced bars, wire rod and wire. Eur. Com Stand [16] Caprili, S. and Salvatore, W., (2015). Cyclic behaviour of uncorroded and corroded steel reinforcing bars. Construction and Building Materials, 76, pp.168-186. [17] Apostolopoulos, Alk. and Matikas, T., (2018). The impact of corrosion and inelastic buckling on low cycle fatigue life of steel bars, Procedia Structural Integrity, 10, pp. 49-58. [18] Salvatore, W., Caprili, S., Braconi, A., Finetto, M., Bianco, L., Ascanio, C., Moersch, J., Apostolopoulos, C., Ferreira Pimenta, G., (2014). Effects of corrosion on low-cycle fatigue (seismic) behavior of high-strength steel reinforcing bars (Rusteel), Grant Agreement RFSR-CT-2009-00023, Directorate-General for Research and Innovation. [19] Ma, S.Y.M., Bertero, V.V. and Popov, E.P., (1976). Experimental and Analytical Studies on the Hysteretic Behaviour of Reinforced Concrete Rectangular and T-Beams. Earthquake Eng. research report 76 (No.2), Berkeley: Univ. of California [20] Yoshaki, T., (1983). Proceedings of Academical Lectures of JAS. Tokyo, 606. [21] Shigeru, H., (1995). Research report, Retrofitting of reinforced concrete moment Resisting Frames, supervised: Park, R., Tanaka, H., ISSN0110-3326 [22] Clementa, G.G., (2002). Testing of selected metallic reinforcing bars of extending the service life of future concrete bridges, Fin. report, Virginia Transport, Charlot, VA, Research Council, VTRC 03-A7. [23] Krawinkler, H., (1987). Performance assessment of steel components. Earthquake Spectra 3, 27. [24] Kasiraj, I. and Yao, J.T.P., (1969). Fatigue damage in seismic structures. Journal of the Structural Division (ASCE) 95, 1673. [25] Apostolopoulos, Ch., Drakakaki, Arg., Apostolopoulos, Alk., Matikas, T., Rudskoi, A.I. and Kodzhaspirov, G., (2017). Characteristic defects-Corrosion Damage and Mechanical Behavior of Dual phase rebar, Materials Physics and Mechanics, 30, pp.1-19. [26] Apostolopoulos, C.A, Diamantogiannis, G and Apostolopoulos, A.C, (2015). Assessment of the mechanical behavior in dual phase steel B400c, B450c and B500b in marine environment, Journal of Materials in Civil Engineering, 28(2), 10.1061/ (ASCE)MT.1943-5533.0001271, 04015097. [27] Avci, R., Davis, B.H., Wolfenden, M.L., Beech, I.B., Lucas, K. and Paul, D. (2013), Mechanism of MnS-mediated pit initiation and propagation in carbon steel in an anaerobic sulfidogenic media, Corrosion Science, 76, pp.267-274.