Abstract
STRESS-STRAIN CURVES OF CONCRETE CONFINED WITH SPIRAL REINFORCEMENT WERE DETERMINED. THE INFLUENCE OF COMPRESSIVE STRENGTH, AGGREGATE TYPE, AND THE SPACING AND YIELD STRENGTH OF HOOP REINFORCEMENT WAS INVESTIGATED. A MODEL WAS DEVELOPED ONPROPERTIES OF THE HOOP REINFORCEMENT AND CONSTITUTIVE RELATIONSHIP OF PLAIN CONCRETE. THE ANALYTICAL MODEL FAVORABLY PREDICTED THE RESULTS OF THE DISCUSSED EXPERIMENTS AS WELL AS OTHER INVESTIGATIONS.
Original language | English (US) |
---|---|
Pages (from-to) | 484-490 |
Number of pages | 7 |
Journal | J AM CONCR INST |
Volume | V 79 |
Issue number | N 6 |
State | Published - 1982 |
ASJC Scopus subject areas
- General Engineering