Results are given of an investigation into the influence of symmetrically placed reinforcement upon the drying shrinkage behaviour of a range of concretes. It is shown that the influence of reinforcement upon concrete shrinkage may be described by using a simple effective elastic modulus approach. From the experimental data, predictions are made of the long-term movement of some simple structural members. It is shown that the predicted curvature produced by shrinkage of a partially cracked concrete beam is significantly higher than that predicted by the cp 110 method. /Author/TRRL/

  • Corporate Authors:

    Cement and Concrete Association

    Wexham Spring
    Slough SL3 6PL, Buckinghamshire,   England 
  • Authors:
    • HOBBS, D W
  • Publication Date: 1978-4

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00189232
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Tech Report N42-522 Monograph
  • Files: ITRD, TRIS
  • Created Date: Apr 12 1979 12:00AM