PREDICTION OF THE BEHAVIOUR OF CONCRETE FRAMES

The analysis includes the effects of: the non-linear time stress versus strain for concrete, the degree of cracking as influenced by the level of load and bending moment, and creep, shrinkage and elastic deformations to predict the behaviour of an indeterminant frame. Comparisons with test data have verified the accuracy of the analysis.

Media Info

  • Features: Figures;
  • Pagination: p. 394-404
  • Serial:
    • Volume: 6

Subject/Index Terms

Filing Info

  • Accession Number: 00081551
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Final Rpt.
  • Files: ITRD, TRIS
  • Created Date: Mar 26 1975 12:00AM