AN ANALYTICAL MODEL FOR UNIAXIAL CYCLIC INELASTIC BEHAVIOR OF REINFORCED CONCRETE

This report presents an analytical model for uniaxial cyclic inelastic behavior of reinforced concrete. The model was synthesized from the analytical models for plain concrete and reinforcing steel. The parameters of the models were derived from extensive experimental data taken from the literaure. Cyclic experimental tests on plain concrete and steel involving large inelastic strains were simulated by the plain concrete and reinforcing steel models; the experimental analytical results showed close agreement. /Author/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/isbn/4A161102AT2302004
• Corporate Authors:

  Army Construction Engineering Research Laboratory

  P.O. Box 4005
  Champaign, IL  United States  61820
• Authors:
  • SHARMA, S K
  • Bhattacharyya, R K
• Publication Date: 1976-5

Media Info

• Features: Appendices; Figures; References;
• Pagination: 24 p.

Subject/Index Terms

• TRT Terms: Bridge design; Bridges; Concrete; Deformation; Inelastic stress; Mathematical models; Mechanical strain; Mechanical tests; Reinforced concrete; Reinforcing steel; Simulation; Structural design
• Uncontrolled Terms: Experimental data; Inelastic action; Inelastic deformation; Models
• Old TRIS Terms: Strains; Uniaxial testing
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00139313
• Record Type: Publication
• Source Agency: National Technical Information Service
• ISBN: 4A161102AT23-02-004
• Report/Paper Numbers: CERL-TR-M-180 Final Rpt.
• Files: TRIS
• Created Date: Sep 16 1976 12:00AM