Now showing items 1-3 of 3

  • Comments on ‘‘Flexural behavior of concrete slabs with corroded bars” 

    Malumbela, G.; Alexander, M.; Moyo, P. (Elsevier http://www.linkinghub.elsevier.com/retrieve/pii/S0958946508000784, 2008)
    This paper presents a discussion on a paper authored by Chung et al. [Chung L, Najm H, Balaguru P. Flexural behaviour of concrete slabs with corroded bars. Cement Concr Compos 2008;30:184-93].
  • Influence of corrosion crack patterns on the rate of crack widening of RC beams 

    Malumbela, G.; Moyo, P.; Alexander, M. (Elsevier http://www.elsevier.com/locate/conbuiltmat, 2011)
    Corrosion crack widths are often used by structural engineers in the field to predict level of steel corrosion as well as residual load-bearing capacities of corroding RC structures. This paper presents further work on ...
  • Model for cover cracking of RC beams due to partial surface steel corrosion 

    Malumbela, G.; Alexander, M.; Moyo, P. (Elsevier http://www.elsevier.com/locate/conbuildmat, 2011)
    Cracking of the cover concrete due to steel corrosion is considered by many researchers to indicate the end-of-service life of corrosion-affected reinforced concrete (RC) structures. Numerous models have been developed ...