An Analytical Model for Uniaxial Cyclic Inelastic Behavior of Reinforced Concrete.

Abstract

The 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 literature. Cyclic experimental tests on plain concrete and steel involving large inelastic strains were simulated by the plain concrete and reinforcing steel models; the experimental and analytical results showed close agreement.

Document Details

Document Type
Technical Report
Publication Date
May 01, 1976
Accession Number
ADA024910

Entities

People

  • Rabi K. Bhattacharyya
  • Sushil K. Sharma

Organizations

  • Construction Engineering Research Laboratory

Tags

DTIC Thesaurus Topics

  • Agreements
  • Concrete
  • Construction Materials
  • Experimental Data
  • Literature
  • Reinforced Concrete

Readers

  • Computational Modeling and Simulation
  • Materials Science (Mechanical Engineering).
  • Pavement Materials Engineering.