Now showing items 1-4 of 4

  • 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 ...
  • The need to assess effect of aggregates on performance of concrete in Botswana 

    Malumbela, G.; Sebusang, N. (Faculty of Engineering and Technology, University of Botswana, www.ub.bw, 2011-04)
    Concrete is the widely used construction material worldwide. Therefore, for structural safety as well as to provide economic design, it is essential to understand well, its performance. Whilst in most developed countries ...