• Effect of time dependent corrosion rate on residual capacity of corroded RC beam 

      Kioumarsi, Mahdi; Hajmohammadian Baghban, Mohammad; Imperatore, Stefania (IOP Conference Series: Materials Science and Engineering;Volume 652, Number 1, Journal article; Peer reviewed, 2019)
      Corrosion is the most commonly severe defect in reinforced concrete (RC) structures and it mainly causes reduced rebar cross-section. The corrosion rate is the determining parameter of the progress of corrosion-induced ...
    • Some remarks on the seismic assessment of RC frames affected by carbonation-induced corrosion of steel bars 

      Erduran, Emrah; Martinelli, Enzo (Proceedings of the fib Symposium;No. 52. Proc. of the 2nd CACRCS Workshop Capacity Assessment of Corroded Reinforced Concrete Structure, Dec. 1st to 4th, 2020, Journal article; Peer reviewed, 2020)
      In Europe, a significant number of existing buildings have been built in the two decades following WW2 and, hence, they are often affected by degradation phenomena, which result in reducing the resisting sections of ...