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.

• Supplemental Notes:
  • Reports of the Working Commission, International Association for Bridge and Structure Engineering presented at the Symposium on the Design of Concrete Structures for Creep, Shrinkage and Temperature Charge, Madrid, 1970.
• Corporate Authors:

  International Association for Bridge and Structural Engineering

  ETH-Honggerberg, Wolfgang-Pauli-Strasse 15
  Zurich 8093,   Switzerland  CH-8093
• Authors:
  • Drysdale, R G
• Conference:
  • Reports of the Working Commission, International Association for Bridge and Structure Engineering presented at the Symposium on the Design of Concrete Structures for Creep, Shrinkage and Temperature Charge, Madrid, 1970.
• Publication Date: 1970-10

Language

• English

Media Info

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

Subject/Index Terms

• TRT Terms: Bending moments; Concrete; Cracking; Creep; Elastic deformation; Frames; Loads; Mechanical strain; Shrinkage; Stresses; Time dependence
• Uncontrolled Terms: Concrete cracking
• Old TRIS Terms: Concrete creep; Concrete shrinkage; Strains
• Subject Areas: Bridges and other structures; Highways;

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