What are the potential problems of excessive concrete covers?

Posted in Concrete Engineering | Email This Post Email This Post |
Print Friendly, PDF & Email

In reinforced concrete structures cover is normally provided to protect steel reinforcement from corrosion and to provide fire resistance. However, the use of cover more than required is undesirable in the following ways:

(i) The size of crack is controlled by the distance of longitudinal bars to the point of section under consideration. The closer a bar is to this point, the smaller is the crack width. Therefore, closely spaced bars with smaller cover will give narrower cracks than widely spaced bars with larger cover. Consequently, with an increase in concrete cover the crack width will increase.

(ii) The weight of the concrete structure is increased by an increase in concrete cover. This effect is a critical factor in the design of floating ships and platforms where self-weight is an important design criterion.

(iii) For the same depth of concrete section, the increase of concrete cover results in the reduction of the lever arm of internal resisting force.


This question is taken from book named – A Self Learning Manual – Mastering Different Fields of Civil Engineering Works (VC-Q-A-Method) by Vincent T. H. CHU.

More Entries :
  • Armand February 15, 2011 at 10:22 pm

    For parking structure, if we post-tension the slab in th eparking structure, can we obtain epoxy-coated stran? What are the problems with this material

  • Ashadu98 March 19, 2013 at 8:46 pm

    What should be the maximum concert cover to prevent concert from cracking due this maximum cover .

    • Steven July 11, 2015 at 12:35 am

      50 mm

  • Post a comment